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  • English  (1,959)
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  • 1975-1979  (1,924)
  • 1945-1949  (42)
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  • 1
    Monograph available for loan
    Monograph available for loan
    Stuttgart : Schweizerbart Science Publishers ; Volume 1, number 1 (1978)-
    Call number: M 18.91571
    Type of Medium: Monograph available for loan
    Pages: 134 Seiten
    ISSN: 2363-7196
    Series Statement: Global tectonics and metallogeny : special issue Vol. 10/2-4
    Classification:
    Tectonics
    Parallel Title: Erscheint auch als Global tectonics and metallogeny
    Language: English
    Location: Upper compact magazine
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  • 2
    Journal available for loan
    Journal available for loan
    Tübingen : Mohr Siebeck ; 1.1884 - 48.1931; N.F. 1.1932/33 - 10.1943/44(1945),3; 11.1948/49(1949) -
    Call number: ZS 22.95039
    Type of Medium: Journal available for loan
    Pages: Online-Ressource
    ISSN: 1614-0974 , 0015-2218 , 0015-2218
    Language: German , English
    Note: N.F. entfällt ab 57.2000. - Volltext auch als Teil einer Datenbank verfügbar , Ersch. ab 2000 in engl. Sprache mit dt. Hauptsacht.
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  • 3
    Monograph available for loan
    Monograph available for loan
    Garmisch-Partenkirchen : Institut für atmosphärische Umweltforschung der Fraunhofer- Gesellschaft
    Call number: MOP 44829 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 25 S. , graph. Darst.
    Language: English
    Location: MOP - must be ordered
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  • 4
    Monograph available for loan
    Monograph available for loan
    [Edgecumbe, N.Z.] : A. Muller
    Call number: M 15.89146
    Description / Table of Contents: An account of the results of the 2 March 1987 earthquake in the eastern Bay of Plenty and the aftermath's effects on the people and places on the Rangitaiki Plains
    Type of Medium: Monograph available for loan
    Pages: 223 S., , Ill.
    Language: English
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  • 5
    Call number: SR 90.0001(1457-B)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: III, B-14 S.
    Series Statement: U.S. Geological Survey bulletin 1457-B
    Language: English
    Location: Lower compact magazine
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  • 6
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: Sr 90.0001(1462)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: VI, 16 S. + 4 pl.
    Series Statement: U.S. Geological Survey bulletin 1462
    Language: English
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  • 7
    Monograph available for loan
    Monograph available for loan
    New York [u.a.] : Macmillan Publishing [u.a.]
    Call number: M 93.0933
    Type of Medium: Monograph available for loan
    Pages: xvii, 92 S.
    Edition: 3rd ed.
    ISBN: 0024181900
    Classification:
    E.5.
    Language: English
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  • 8
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0001(1451)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: XII, 229 S. + 4 pl.
    Series Statement: U.S. Geological Survey bulletin 1451
    Language: English
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  • 9
    Call number: SR 90.0001(1486)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: III, 78 S.
    Series Statement: U.S. Geological Survey bulletin 1486
    Language: English
    Location: Lower compact magazine
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  • 10
    Call number: SR 90.0001(1391-F)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: VIII, F-125 S. + 2 pl.
    Series Statement: U.S. Geological Survey bulletin 1391-F
    Language: English
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  • 11
    Monograph available for loan
    Monograph available for loan
    New York [u.a.] : Pergamon Press
    Call number: M 93.0234
    Type of Medium: Monograph available for loan
    Pages: IX, 288 S. : Ill.
    Edition: 2. print.
    ISBN: 0080195946
    Language: English
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  • 12
    Monograph available for loan
    Monograph available for loan
    New York [u.a.]: Wiley
    Call number: M 93.0239
    Type of Medium: Monograph available for loan
    Pages: XVI, 798 S.
    Edition: 2. Aufl.
    Language: English
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  • 13
    Call number: M 93.0157
    Type of Medium: Monograph available for loan
    Pages: XXIX, 569 S.
    Edition: 3rd ed.
    ISBN: 0582352584
    Language: English
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  • 14
    Monograph available for loan
    Monograph available for loan
    Amsterdam [u.a.] : Elsevier
    Associated volumes
    Call number: 9/M 93.0003
    In: Developments in economic geology
    Type of Medium: Monograph available for loan
    Pages: XI, 543 S.
    ISBN: 0444418059
    Series Statement: Developments in economic geology 11
    Language: English
    Location: Reading room
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  • 15
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    Milton Keynes
    Call number: 93.0257/2
    Pages: 172 S.
    Series Statement: The Open University. Science: A second level course. S 266 , Block 2
    Language: English
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  • 16
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    Milton Keynes
    Call number: 93.0257/1
    Pages: 52 S.
    Series Statement: The Open University. Science: A second level course. The earth's physical resources. S 266 , Block 1
    Language: English
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  • 17
    Call number: M 93.0067/1
    In: American Chemical Society symposium series
    Type of Medium: Monograph available for loan
    Pages: XII, 914 S. : graph. Darst.
    Series Statement: American Chemical Society symposium series 93
    Language: English
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  • 18
    Call number: M 93.0039/2
    In: Proceedings of the Second International Kimberlite Conference
    Type of Medium: Monograph available for loan
    Pages: 432 S.
    ISBN: 0875902138
    Language: English
    Location: Upper compact magazine
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  • 19
    Call number: G 7862 ; M 93.0149/11
    In: Physics and chemistry of the earth
    In: International series of monographs on earth sciences
    Type of Medium: Monograph available for loan
    Pages: XI, 909 S. : graph. Darst.
    Edition: 1. ed.
    Series Statement: Physics and chemistry of the earth 11
    Language: English
    Location: Upper compact magazine
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  • 20
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    In: CRREL Report, 79-5
    Description / Table of Contents: Abstract: This report presents data from an experimental program undertaken to develop information on proposed and existing chemical grout solutions to provide engineering properties in connection with grouting of soils in ambient temperatures of 39° ±1°F (3.88°C) and below. Twelve grout solutions were investigated, including organic chemicals, sodium silicates, cements, and clay (bentonite). Set or gel tests were performed on each chemical solution, in the center of which a thermocouple was placed for measuring the rates of heat of reaction, except those of the cements and the clay. These solutions consisted of the mixing portions of the chemicals and were placed into 4-in.-diam by approximately 6-in.-long cylinders at an ambient temperature of 39°F.
    Type of Medium: Series available for loan
    Pages: v, 38 Seiten , Illustrationen
    Series Statement: CRREL Report 79-5
    Language: English
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  • 21
    Series available for loan
    Series available for loan
    Hannover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/2
    In: CRREL Report, 79-2
    Description / Table of Contents: The stress-density relaionships of snow-water mixtures were investigated and are shown as functions of water content, initial snow density, initial snow-water mixture density and rate of deformation. An increase in water content in snow at a particular density or a decrease in the rate of deformation (or strain rate) decreases the stress, but apparently not the specific energy required to reach a specific mixture density.
    Type of Medium: Series available for loan
    Pages: v, 26 Seiten , Illustrationen
    Series Statement: CRREL Report 79-2
    Language: English
    Note: CONTENTS Abstract Preface Nomenclature Introduction Description of study Sample preparation Test equipment and procedure Test sample characteristics Discussion of results Data presentation format Effect of water content and mixture density Effect of water content and initial snow density Effect of deformation rate Effect of water content and rate of deformation on specific energy Summary Literature cited Appendix A. Derivation of equations Appendix B. Load-deformation traces
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  • 22
    Monograph available for loan
    Monograph available for loan
    Englewood Cliffs : Prentice-Hall
    Call number: M 93.0147
    Type of Medium: Monograph available for loan
    Pages: XII, 498 S. : graph. Darst.
    ISBN: 0133510646
    Language: English
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  • 23
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    Berlin [u.a.]: Springer
    Call number: 93.0162
    Pages: XII, 450 S.
    Language: English
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  • 24
    Call number: 12222 ; M 93.0039/1
    In: Proceedings of the Second International Kimberlite Conference
    Type of Medium: Monograph available for loan
    Pages: 399 S. : graph. Darst.
    ISBN: 087590212X
    Language: English
    Location: Upper compact magazine
    Location: Upper compact magazine
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  • 25
    Call number: ZSP-201-79/7
    In: CRREL Report, 79-7
    Description / Table of Contents: Sediments beneath the Beaufort Sea near Prudhoe Bay, Alaska, were probed at 27 sites using a static cone penetrometer to determine engineering properties and distribution of material types, including ice-bonded sediments. The probe provided both point and casing resistance data and thermal profiles. At five sites these data were correlated with information from adjacent drilled and sampled holes. These control data and the quality of the probe information permitted profiles of sediment type and occurrence of ice-bonded material to be developed along three lines that included various geological features and depositional environments. Material properties were quite variable in the upper 14 m of sediments probed. In general, softer, finer-grained sediments occurred in the upper layers, while penetration refusal was met in stiff gravels to 10 to 12 m below the seabed. Seabed temperatures during the study were all below 0 C. However, because of uncertainties in freezing point values caused by brines, evaluation of the penetration resistance data was required to identify the occurrence of ice-bonded sediments. The coupling of thermal and penetration resistance data revealed that seasonally ice-bonded sediments occurred where the sea ice froze back to or near the seabed. Deeper, perennially frozen sediments also appeared to be present at several probe sites. The penetration data obtained can be used to aid in the design of shallow and deep foundations in both ice-bonded and unfrozen subsea sediments.
    Type of Medium: Series available for loan
    Pages: iv, 49 Seiten , Illustrationen
    Series Statement: CRREL Report 79-7
    Language: English
    Note: CONTENTS Abstract Preface Introduction Equipment Data collection and reduction Data analysis and interpretation Point penetration resistance and material properties Lithologic and temperature profiles Casing penetration resistance Applications Shallow foundations Deep foundations Foundations in permafrost Correlations with laboratory tests Conclusions Selected bibliography Appendix A: Description of penetrometer and test procedures Appendix B: Point resistance and skin friction data
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  • 26
    Monograph available for loan
    Monograph available for loan
    New York [u.a.] : Wiley
    Call number: M 93.0160
    Type of Medium: Monograph available for loan
    Pages: XI, 319 S.
    ISBN: 0471029343
    Language: English
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  • 27
    Monograph available for loan
    Monograph available for loan
    Falls Church : American Geological Inst.
    Call number: M 93.0008
    Type of Medium: Monograph available for loan
    Pages: 79 S.
    ISBN: 0913312134
    Language: English
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  • 28
    Monograph available for loan
    Monograph available for loan
    New York [u.a.] : Springer
    Call number: G 7858 ; M 93.0153
    Type of Medium: Monograph available for loan
    Pages: XIII, 295 S.
    ISBN: 0387903690
    Language: English
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  • 29
    Monograph available for loan
    Monograph available for loan
    London [u.a.] : Acad. Press
    Call number: G 7720 ; M 93.0246
    Type of Medium: Monograph available for loan
    Pages: XVII, 657 S. : graph. Darst.
    Edition: 2. ed.
    ISBN: 0125962509
    Language: English
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  • 30
    Call number: M 93.0224
    In: U.S. Geological Survey bulletin
    Type of Medium: Monograph available for loan
    Pages: 456 S.
    Edition: repr. with corr.
    Series Statement: Bulletin / U.S. Geological Survey 1452
    Language: English
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  • 31
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    Milton Keynes
    Call number: 93.0257/3
    Pages: 140 S.
    Series Statement: The Open University. Science. A second level course. The earth's physical resourses. S 266 , Block 3
    Language: English
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  • 32
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/3
    In: CRREL Report, 79-3
    Type of Medium: Series available for loan
    Pages: ii, 7 Seiten , Illustrationen
    Series Statement: CRREL Report 79-3
    Language: English
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  • 33
    Monograph available for loan
    Monograph available for loan
    Princeton, NJ : Princeton Univ. Pr.
    Call number: G 7717 ; G 7866 ; M 93.0036
    Type of Medium: Monograph available for loan
    Pages: 588 S. : Ill., graph. Darst.
    ISBN: 0691082235
    Language: English
    Location: Upper compact magazine
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  • 34
    Monograph available for loan
    Monograph available for loan
    Chichester [u.a.] : Wiley
    Call number: M 93.0152
    Type of Medium: Monograph available for loan
    Pages: XII, 622 S.
    Edition: reprinted
    ISBN: 0471813834
    Language: English
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  • 35
    Monograph available for loan
    Monograph available for loan
    New York [u.a.] : Wiley
    Call number: M 93.0228
    Type of Medium: Monograph available for loan
    Pages: VIII, 593 S. : Ill., graph. Darst.
    Edition: 3. ed.
    ISBN: 0471017698
    Language: English
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  • 36
    Monograph available for loan
    Monograph available for loan
    New York [u.a.]: Wiley
    Call number: M 93.0155
    Type of Medium: Monograph available for loan
    Pages: VIII, 481 S.
    Language: English
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  • 37
    Monograph available for loan
    Monograph available for loan
    Berlin [u.a.] : Springer
    Associated volumes
    Call number: M 93.0156
    In: Scientific Report
    Type of Medium: Monograph available for loan
    Pages: IX, 328 S. + 1 Kt.-Beil.
    ISBN: 3540094407
    Series Statement: Scientific Report / Inter-Union Commission of Geodynamics 58
    Language: English
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  • 38
    Call number: ZSP-201-79/1
    In: CRREL Report, 79-1
    Description / Table of Contents: Experiments were conducted to study the flow of water through columns of homogeneous, repacked snow. The gravity flow theory of water flow through snow was verified, although possibly there is some dependence of the relative permeability on the state of metamorphism of the snow. Also, at very large values of saturation there may be some additional flow in saturated channels.
    Type of Medium: Series available for loan
    Pages: iv, 13 Seiten , Illustrationen
    Series Statement: CRREL Report 79-1
    Language: English
    Note: CONTENTS Preface Symbols Introduction Test procedure Theory Evaluation of the experimental results Example evaluation Results and discussion Literature cited Appendix A. Measured and computed discharge
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  • 39
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/8
    In: CRREL Report, 79-8
    Description / Table of Contents: Sea ice ridging statistics obtained from a series of laser surface roughnessprofiles are examined. Each set of profiles consists of six 200-km-long flight tracks oriented approximately perpendicular to the coastline of the Chukchi and Beaufort Seas. The landward ends of the profiles were located at Point Lay, Wainwright, Barrow, Lonely, Cross Island and Barter Island. The flights were made in February, April, August, and December 1976, and one additional profile was obtained north of Cross Island during March 1978. It was found that although there is a systematic variation in mean ridge height (h) with season (with the highest values occurring in late winter), there is no systematic spatial variation in h at a given time. The number of ridges/km (micron) is also high during the late winter, with the highest values occurring in the Barter and Cross Island profiles . In most profiles, the ice 20 to 60 km from the coast is more highly deformed (higher micron values) than the ice either nearer the coast or farther seaward. The Wadhams model for the distribution of ridge heights gives better agreement with observed values in the higher ridge categories than does the Hibler model. Estimates of the spatial recurrence frequency of large pressure ridges are made by using the Wadhams model and also by using an extreme value approach. In the latter, the distribution of the lagest ridges per 20 km of laser track was found to be essentially normal
    Type of Medium: Series available for loan
    Pages: iv, 28 Seiten , Illustrationen
    Series Statement: CRREL Report 79-8
    Language: English
    Note: CONTENTS Abstract Preface Introduction Data collection and processing Analysis General Variations in ridging Ridge height distributions Occurrence of high ridges The tail of the distribution Extreme values Applications to offshore design Conclusions Literature cited Appendix A. Tabulated ice ridge data
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  • 40
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/6
    In: CRREL Report, 79-6
    Description / Table of Contents: Nondestructive repetitive plate bearing (RPB) tests were conducted on various test sections in state highways in Maine during 13-15 April 1976. The RPB test consists of making resilient surface deflection measurements during repetitive loadings at various radii from the load plate. The pavement system stiffness was calculated and the resilient modulus values for the various pavement layers were determined with the Chevron computer program for a layered elastic system. A thawed analysis using nondimensional deflection curves for the various sections provided a guide to the susceptibility of the pavement systems to surface failure and pothole development. Some comparisons between stabilized and nonstabilized aggregate and soil were made with calculated stiffness values. The moduli of the various materials were also compared. The residual surface deflections during testing for several pavement systems indicated a linear logarithmic relationship with number of load applications. A relationship between the modulus of the asphalt cement concrete pavement and pavement temperature was developed for the limited temperature range during the testing.
    Type of Medium: Series available for loan
    Pages: v, 20 Seiten , Illustrationen
    Series Statement: CRREL Report 79-6
    Language: English
    Note: CONTENTS Abstract Preface Conversion factors Introduction Descriptions of road test sections Test equipment and procedures. Field repetitive plate bearing tests Data analysis General Layered-elastic analysis of the pavement systems Statistical analysis. Flexural analysis Summary and conclusions Literature cited Appendix A: Resilient surface deflections for the test points
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  • 41
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/4
    In: CRREL Report, 79-4
    Description / Table of Contents: A computer model is described to compute the amount of ice accretion on an object under a variety of initial conditions. Numerical techniques are best applied to these problems because of time dependent effects governing the amount of ice collected and also the variety of initial conditions that can lead to ice accumulation. The helicopter rotor icing problem adds an additional complexity since the velocity along the rotor blade varies over a wide range strongly affecting the amounts of ice collected at different blade positions. The physics of ice accretion is reviewed and the accounting for time-dependence in the computer model is described. Some model results are presented and indicate the dependence of ice accretion on velocity, droplet sizes, cloud liquid water content, and temperature for a cylindrical object of constant size.
    Type of Medium: Series available for loan
    Pages: iii, 39 Seiten , Illustrationen
    Series Statement: CRREL Report 79-4
    Language: English
    Note: CONTENT Abstract Preface Introduction Ice accretion parameters Physics of ice accretion Interaction between water droplets and flow field Time dependence in droplet trajectories Thermodynamic processes at the surface of the object Time dependence in the thermodynamics Time dependence of lesser order Numerical ice accretion model Major subroutines Options for droplet size variations Option for the helicopter rotor case Results Conclusions and future studies Literature cited Appendix A: Computer program
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  • 42
    Call number: 12023/1
    In: Proceedings / Fourth International Congress on Rock Mechanics, Vol. 1
    Type of Medium: Monograph available for loan
    Pages: XXXVI, 846 S. , Ill., graph. Darst.
    ISBN: 9061910471
    Language: English , French
    Note: Contents: THEME I RHEOLOGIC BEHAVIOUR OF ROCK MASSES = COMPORTEMENT RHEOLOGIQUE DES ROCHES ET DES MASSIFS ROCHEUX = RHEOLOGISCHES VERHALTEN DES FELSENS UND DES GEBIRGES. - Geotechnical properites of the carboniferous limestone of the Bristol area : the influence of petrography and chemistry = Propriétés géotechniques des calcaires du carbonifère de la région de Bristol : Influence de la composition chimique et minéralogique = Geotechnische Eigenschaften des Karbonkalks im Gebiet von Bristol : Einfluss von Petrographie und Chemismus / S.H. Al-Jassar ; A. B. Hawkins. - Evolution des properietes mechaniques d'une roche stratifiee sous pression de confinement = Evolution of mechanical properties of a stratified rock under confining pressure = Änderungen der mechanischen Eigenschaften eines geschichteten Felsen unter Seitendruck / D. Allirot ; J. P. Boehler. - Le renforement des massifs rocheux par armatures passives / Rock Mass Reinforcement by Passive Rebars = Gebirgsverstärkung durch passive Armierung / Azuar ; Debreuille ; Habib ; Londe ; Panet ; Rochet ; Salembier. - Effets thermiques dans les cavites en couche salifere = Thermic Effects in Cavities in Salt Rock = Wärmeeffekte in Salzkavernen / P. Berest ; E. Ledoux ; B. Legait ; G. de Marsily. - An inference of crustal rheology from stress observations = L'inférence des caractéristiques rhéologiques des roches d'écorce, déterminé des mesures in situ des contraintes = Folgerungen für das Fliessverhalten der Erdkruste aufgrund von Kraft/Dehnungsmessungen / R. L. Blackwood. - Experimental determination of the residual stress field in a basaltic column = Détermination expérimentale du champ des contraintes résiduelles d'une colonne de basalte = Experimentelle Bestimmung des Restspannungszustandes einer Basaltsäule / H. Bock. - Berechnungen von Verformungen und Spannungen in Salzkavernen unter Berücksichtigung eines visko-plastischen Materialverhaltens = Evaluation of Deformations and Stresses in Salt Caverns with Account of Visco-Plastic Material Behaviour = Calcul des contraintes et des déformations autour des excavations dans le sel gemme en tenant compte du comportement visco-plastique du matériau / K.-M. Borchert ; H. Klapperich ; T. Richter ; B. Walz. - L'appareil triaxal F. P. Ms - Modele 700/40-1 = The triaxial cell F.P.Ms - model 700/40-1 = Das Triaxialdruckgerät F.P.Ms - Modell 700/40-1 / J. Brych ; C. Schröder. - Mechanical behaviour of rocks under fatigue = Réaction mécanique des roches soumises à la fatigue = Mechanisches Verhalten der Felsen unter Beanspruchung / G. Brighenti. - Changes in rock strength caused by water = Variation de résistance de roche avec la saturation d'eau = Änderungen in Felsfestigkeiten verursacht von Wasser / E. Broch. - Contribution a l'etude des parametres physico-mechaniques fondamentaux des roches = Contribution to the Study of the Fundamental Physical Mechanical Rock Parameters = Beitrag zum Studium der fundamentalen physikalisch-mechanischen Gesteinsparameter / J . Brych. - Change in residual stresses due to rheology = Variation des contraintes résiduelles à cause de la rhéologie = Änderung der Restspannungen durch rheologische Prozesse / B. Buen. - A Pilot heater test for the swedish nuclear fuel safety program = Une expérience pilote de réchauffement pour le programme suédois de sécurité contre les déchets radioactifs = Erwärmungsversuch fur das schwedische Kerbrennstoffsicherheits-Programm / H. Carlsson ; O. Stephansson ; B. Leijon. - Path dependency of rough joints in bi-directional shearing = Effets du cheminement des forces de cisaillement sur des diaclases rugueuses soumises à un cisaillement bi-directionnel = Abhängigkeit des Schervorganges in zwei Richtungen von rauhen Trennflachen um Fels infolge veränderlicher Lasten / T. B. Celestino ; R. E. Goodman. - Foundations on expansive rocks in Brazil = Fondations sur des roches expansives au Brésil = Gründungen auf expansiven Böden in Brasilien / A. J. Da Costa Nunes. - Rheologic behaviour of heterogeneous salt rocks = Comportement rhéologique des roches salines hétérogènes = Rheologisches Verhalten inhomogener Salzgesteinen / C. Dinis da Gama. - Les vides, principal facteur du comportement mechanique =The Voids, Main Factor for the Mechanical Behaviour of Rocks = Die Hohlräume, Hauptfaktor fur das mechanische Gebirgsverhalten / P. Duffaut ; F. Wojtkowiak ; J. P. Josien ; J. L. Pineau. - Das Dreiphasensystem Ton, Anhydrit, Gips und dessen zeitabhängiges Verhalten bei Zugabe von wässrigen Lösungen = The three-phase-system clay-anhydrit-gypsum and its time-dependent behaviour on saturation with water-based solutions = Le système en trois phases argile-anhydrite-gypse et son comportement relatif au temps à l'ajoutage de solutions aqueuses / H.-C. Einfalt ; E. Fecker ; H.-P. Götz. - Rock mechanics studies of proposed underground mining of potash in Sergipe, Brazil = Etude de la mécanique des roches d' une future mine de potasse à Sergipe, Brésil = Untersuchungen nach Untertagbau von Kali in Sergipe, Brasilien / C. Fairhurst ; C. M. St. John ; N. F. Midea ; S. M. de Eston ; A. C. Fernandes ; L. A. Bongiovanni. - Determination experimentale de quelques parameters elasto-viscoplastiques des roches = Experimental Determination of Some Elasto-Visco-Plastic Rock Parameters = Versuchsmässige Bestimmung einiger elasto-visko-plastischer Felsparameter / J. Fine ; S. M. Tijani ; G. Vouille ; P. Boucly. - Gesteinsphysikalisches Modell für Gesteine mit Zementationstextur = Rock-physical model for rocks with cemented texture = Modèle pétrophysique des roches à texture cimentée / M. Gálos ; P. Kertesz ; I. Kürti. - Time-dependent behaviour of granitic rocks related to their alteration grade = Comportement dans le temps des granites en fonction de leur degré d'altération = Zeitabhängiges Verhalten von Granitsteinen in Abhängikeit vom Verwitterungsgrad / R. Genevois ; A. Prestininzi. - Numerical modeling of the geochemical response of a rock mass to a radioactive waste repository = Modèles numériques pour la réponse géomécanique du massif rocheux au stockage de déchets radioactifs = Numerisches Modellieren des geomechanischen Gebirgsverhaltens bei Lagerung radioaktiver Abfälle / M. P. Hardy ; C. M. St. John ; G. Hocking. - Dilatan effects of rock joints = Effets de la dilatance des joints dans la roche = Dilatanzeffekte von Felsklüften / F. E. Heuze. - Influence de la temperature sur le comportement mechanique des roches = Influence of temperature on the mechanical behaviour of rocks = Einfluss der Temperatur auf das mechanische Verhalten der Gesteine / R. Houpert ; F. Homand-Etienne. - Effects formerly acted stress on stress-strain behaviour of rock and its anisotropical property = Recherches sur l'anisotropie de la roche et contrainte jadis agi à la roche stratifiée = Untersuchungen über die Anisotropie und den frühen aufwirkenden Lasten des Lagerschitengebirges / T. Isobe ; Y. Tominaga. - Coal behaviour in the rocky mountain belt of Canada = Comportement mécanique de charbon à la ceinture des Montagnes Rocheuses du Canada = Verhalten der Kohle in der Rocky Mountain von Kanada / M. L. Jeremic. - Time-dependent deformation of jointed rock near failure = Déformation en fonction du temps d'une roche fissurée lors de sa rupture = Zeitabhängiges Deformationsverhalten von geklüftetem Fels in der Nähe des Bruches / P. K. Kaiser ; N. R. Morgenstern. - Control of fracturing in mine rock passes = Contrôle des fracturations de gisements dans lea puits de mines = Bruchkontrolle in Grubengesteinstunnel / H. A . D. Kirsten ; J. W. Klokow. - Effect of geological compaction on the deformation of sedimentary rocks = Effet de la compaction géologique sur la déformation des roches sédimentaires = Die Wirkung der geologischen Verdichtung auf der Verformung der Sedimentgesteine / H. Koide ; K. Hoshino ; G. Endo ; M. Kitaoka. - Certain laws of creep in fissured rock and semirock = Quelques lois du glissement des semi-roches et des roches fissu , Contents: THEME III DESIGN OF UNDERGROUND STRUCTURES WITH RESPECT TO MODERN CONSTRUCTION METHODS = PROJET D'OUVRAGES SOUTERRAINS EN LIAISON AVEC LES MÈTHODES MODERNES DE CONSTRUCTION = ENTWURF VON FELSHOHLRAUMBAUTEN IM HINBLICK AUF MODERNE BAUVERFAHREN. - Criteres adoptes pour l'execution de deux tunnels routiers dans les argiles pliocenes des Apennins du Sud et pour le projet d'une galerie de derivation dans les memes formations = Criteria for the Execution of two Road Tunnels in Pliocene Clays of Southern Appenins and a Derivation Tunnel in the same Ground Types = Kriterien fur die Herstellung zweier Strassentunnel in den pliozänen Tonen des Südappenins und für einen Wasserumleitungsstollen in denselben Formationen / M. Beomonte ; A. Lupo ; F. Perretta. - Verankerte Spritzbetonschale als endgültige Auskleidung von Felshohlräumen = Anchored shotcrete used as permanent lining of underground openings' in rock = Béton projeté et ancrages utilisés comme revêtement définitif pour ouvrages souterrains en rocher / N. Bischoff ; J. Kellenberger ; A. J. Hagmann. - Criteria for the selection of fullface tunnel boring or conventional tunnelling = Critères de sélection du forage des tunnels par machine ou par construction conventionnelle des tunnels = Kriterien zur Auswahl von vollschnitt Tunnel Bohren oder konventionell Tunnel Vortrieb / O. T. Blindheim ; E. Dahl Johansen ; O. Johannessen. - Design of underground openings for oil storage = Projet de cavités souterraines pour stockage d'hydrocarbures = Entwurf von untertägigen Hohlräumen für Ölspeicherung / E. Dahl Johansen. - Determination of material parameters in cemented fill = Détermination des paramètres des matériaux dans les remblais cimentés = Bestimmung von Materialparameter in zementierten Bergversatz / P. M. Dight ; R. Cowling. - Dinorwic power station rock support of the underground caverns = Centrale de Dinorwic - Soutènement des cavités = Kraftwerk Dinorwic - Felssicherung in den Kavernen / T. H. Douglas ; L. R. Richards ; L. J. Arthur. - The role of geotechnical factors in the cutting performance of tunnelling machines in rocks = Le rôle des propriétés géotechniques à l'action de coupe des machines à percement de tunnels aux roches = Die Rolle geotechnischer Faktoren in der Schneiderate von Tunnelsmaschinen in Gesteinen / I. W. Farmer ; H. J. Hignett ; J. A. Hudson. - Preliminary underground excavations at Sayago Nuclear Power Plant = Préexcavations pour l'usine nucléaire de Sayago = Baugrund-Voraushubsarbeiten für das Kernkraftwerk Sayago / J. Feijoo ; P. Llamas. - Using data of full-scale measurement in lining desing for underground structures = Utilisation des résultats de mesures obtenus in situ pour le calcul des soutènements des ouvrages souterrains = Verwendung der Ergebnisse von den Naturmessungen für die Berechnung des Ausbaus der unterirdischen Anlagen / N. N. Fotieva ; N. S. Bulychev. - Complicated portal blasting: principles and methods based on experience = Minage compliqué dans zone de portail: Principes et méthodes basées sur expérience = Schwierige Portalsprengungen: Prinzipien und Methoden gestützt auf Erfahrungen / K. Garshol. - Anpassung von Teilschnitvortriebsmaschinen an durch von Gebirge und Bauwerk vorgegebene Bedingungen = Adaption of Partial Cutting Road Headers on Conditions given by Rock and Construction = Adaption des machines de forage à section partielle sur les conditions en cas de roes et de bâtiments / K. Gehring. - Prediction des taux de penetration d'une foreuse pleine section utilisee dans l'ile de Montreal = Prediction of penetration rates of a full face boring machine on Montreal Island = Voraussage der Vortriebsgeschwindigkeiten von Vollquerschnittsbohrmaschinen im Gebirge der Insel von Montreal / D.E. Gill ; C. Lafrance. - Stabilization systems for excavations in rock masses: results obtained in railway tunnels under construction in Brazil = Systèmes de stabilisation des excavations des massifs rocheux: les résultats obtenus en tunnels ferroviaires en construction = Sicherheits Systeme der Ausschachtung in felsigem Gestein: Tunnels in Brasilien / M. Gitelman ; A. R. Martins. - Provisional support, primary and permanent lining at the construction of the stations of the Budapest Underground = Soutènement provisoire, revêtement permanent des stations de Métro de Budapest = Sicherung und Ausbau der Stationen der Budapester U-Bahn / G. K. Greschik. - Adhesion of shotcrete to various types of rock surfaces = L'adhésion du béton projeté à des types différents de surfaces de roches = Adhäsion von Spritzbeton an verschiedenen Typen von Felsflächen / T. Hahn ; J. Holmgren. - Felsankerungen im Hohlraumbau und deren Dauerbeständigkeit = Rock anchors in underground excavations and their durability = Ancrages au rocher dans les excavations souterraines et leur durabilité / T. F. Herbst ; G. Kern. - Application of a finite element model to mining desgin at the Stekenjokk Mine, Northern Sweden = Utilisation de la méthode des éléments finis pour l'établissement d'un modèle d'exploitation de la mine de Stekenjokk, dans le nord de la Suède = Verwendung von Finite-Element Modellen auf die Abbauauslegung der Grube Stekenjokk, Nordschweden / N. Krauland. - Influence of tectonic stresses on the caving process - mining by block caving methods = Influence des efforts tectoniques dans le processus d'éboulement - Travail des mines par éboulement = Einfluss der tektonischen Spannungen auf den Erzabbauerz - Abbauverfahren nach Kammerbruchbaumethode / G. Krstulovic. - Abteufen und Sicherung eines 80 M tiefen Kraftwerksschachtes von 30 M Durchmesser = Sinking and Supporting of an 80 m deep Power Situation Shaft of 30 M Diameter = Fonçage et mesures de sécurité pour un puits d'usine électrique de 80 m de profondeur et de 30 m de diamètre / H. Lauffer ; W. Pircher. - L'influence de la methode de construction sur l'equilibre final d'un tunnel = Influence of the Constructional Method on the Final Equilibrium of a Tunnel = Einfluss der Baumethode auf das Endgleichgewicht eines Tunnels / G. Lombardi ; W. Amberg. - Weiterentwicklung der Tunnelbauverfahren durch Stahlfaserbeton = Development of New Tunnelling Methods using Steel Fibre Shotcrete = Développement d'une nouvelle méthode d e soutènement: le béton projeté armé de fibres d'acier / B. Maidl ; R. Rapp. - Excavation mechanique, soutenement et impermeabilisation des tunnels de turumo au Venezuela = Mechanized excavation supporting and sealing of Turumo Tunnels in Venezuela = Maschinelle Aushebung, Unterhaltung und Wasserdichtmachen der Turumo Tunnel in Venezuela / F. Mendana ; R. Fernandez-Gonzalez. - Untersuchung unterirdischer wassertechischer Bauwerke an Modellen aus aequivalenten Stoffen = Investigations of Underground Hydraulic Structures on Models of Equivalent Materials = Etudes des ouvrages hydrauliques souterrains sur modèles en materiaux équivalents / W. M. Mostkow ; N. S. Chatschaturjan ; P. D. Stefanow ; M. N. Belkin. - Die Bedeutung der Ringschlusslänge und Ringschlusszeit im Tunnelbau = The Importance of the Length and Time of Closing the Ring in Tunnelling = L'importance de la longueur et du temps de fermeture de l'anneau dans la construction de tunnels / L. Müller. - Die Beherrschung grosser Querschnitte in schwierigen Gebirgsarten = The control of large cross sections in difficult grounds = Le contrôle des grandes sections tranversales dans les roches difficiles / F. Pacher ; N. Ayaydin. - Stresses and strains at the contact of rigid tunnel lining and soft rock = Contraintes et déformations au contact du revêtement raide du tunnel et des roches tendres = Spannung und Verformungen am Kontakt der steifen Tunnelauskleidung mit weichem Fels / B. Popović ; O. Marković ; M. Manojlović. - Die Schäden im Hattelberg-Druckstollen als Folge eines aussergewöhnlichen Primärspannungszustandes = Damages at Hattelberg Pressure Tunnel Caused by Extraordinary Natural Stresses = Les dégâts causés à la galerie en charge de Hattelber g par , Contents: THEME IV SURFACE DISPLACEMENTS AS A CONSEQUENCE OF EXCAVATION ACTIVITIES = MOUVEMENTS EN SURFACE PROVOQUÉS PAR DES TRAVAUX D'EXCAVATION = OBERFLÄCHENBEWEGUNGEN INFOLGE VON AUSBRUCHSARBEITEN. - Model studies of very large underground openings at shallow depth = Etude sur modèle de très grandes ouvertures souterraines à faible profondeur = Modellstudien über Felskavernen mit sehr grossen Spannweiten in geringer Tiefe / N. Barton. - A case history of pit slope design = Fouille à ciel ouvert: étude d'un cas particulier = Fallstudie eines Böschungsentwurfes für einen Tagbau / D. F. Coates, M. Gyenge. - Affaissements miniers et deformation du sol influence de la lithologie du recouvrement = Mining Subsidence and Ground Deformations. Influence of the Lithology of the Overburden = Senkungen und Baugrundverformungen infolge Bergbaus. Einfluss der Lithologie des Deckgebirges / M. Dejean, J. Arcamone. - Prediction of rock mass deformability = Méthode pour déterminer la déformabilité des massifs rocheux = Methode zur Bestimmung der Gebirgsverformbarkeit / W. Dershowitz, G. Baecher, H. Einstein. - Rupture progressive en versant rocheux stratifie et fissure = Progressive failure in a stratified and fissurated rock slope = Progressiver Bruch in einer geschichteten und geklüfteten Felsböschung / F . Descoeudres, M. Gencer. - Bestimmung der Oberflächendeformation und der Aussenbelastung der Auskleidung an physikalischen Modellen = Determination of surface Deformation and Outside Load of Lining on Physical Models = Détermination de la déformation de la surface du terrain et de la charge extérieure de revêtement sur les modèles physiques / v. Dolezel. - Underground driving below a speedway = Tunnel du métro creusé sous une autoroute = U-Bahn Ausbruch unter einer Autobahn / A. Dvorák. - Surface movements due to grouting pressure = Soulèvement en surface à cause de pression d'injection = Oberflächenbewegung wegen des Injektionsdruckes / L. Fingerhut. - Method of probabilistic analysis of rock slopes stability (slopes of quarries and foundation pits, natural rock slopes) = Evaluation probabiliste de la stabilité des talus rocheux (talus de carrières, de fouilles et versants rocheux naturels) = Wahrscheinlichkeitsberechnungsverfahren der Standsicherheit von Felsböschungen (Tagebaurändern, Baugruben und natürlichen Böschungen) / E. G. Gaziev, V. I. Rechitski. - Cave-in and subsidence at the Rodsand Mine, Western Norway = Contrôle d'éboulement à la mine de Rodsand, Norvège occidentale = Kontrolle von Verbrüchen bei der Grube Rodsand, Westnorwegen / H.-P. Geis. - Slope failure in expansive marls = Rupture de talus dans des marnes expansives = Böschungsbruch in quellfähigen Mergeln / L. Gonzalez de Vallejo, J. A. Campos de Orellana, J. L. Berzal, A. Linares-Rivas. - Designing primary blasts for increased slope stability = Contrôle du tir des mines pour augmenter la stabilité des parements = Entwurf von Primärsprengungen zur Erhöhung der Böschungssicherheit / T. N. Hagan. - Surface subsidence and horizontal displacement caused by mining inclined coal seams = L'affaissement du sol et le déplacement horizontal causés par l'extraction des couches houillères inclinées = Bodensenkung und horizontale Verschiebung, die der Abbau des geneigten Kohlenflözes verursacht / Y. Hiramatsu, H. Okamura, K. Sugawara. - Der Abbau von Braunkohle aus einem Bergrutsch in Tagebau "Kosovo"-Belacevac = The exploitation of lignite from a landslide in the opencast mine "Kosovo"-Belacevac = Exploitation de lignite en terrain instable dans la mine à ciel ouvert "Kosovo''-Belacevac / L. J. Ilić, N. Spasić. - Surface displacements caused by tunnel driving in anisotropic viscoelastic ground = Tassements superficiels induits par le creusement d'un tunnel dans un sol visco-élastique anisotropique = Die oberflächlichen Verschiebungen verursacht durch den Graben des Tunnels in einem anisotropen viskoelastischen Grund / T. Ito, M. Hisatake. - Neuere Erkenntnisse zur Reduzierung der Oberflächensetzungen bei der Auffahrung von seichtliegenden Tunnelröhren = Progress in Reducing Surface Settlements Due to Tunnels at Small Depth = Mesures tendant à diminuer les tassements en surface causés par l'excavation des tunnels à faible profondeur / O. Jagsch, L. Müller, A. Hereth. - The observed results of displacements during the excavation of slope and the numerical analysis of its stability = Les résultats observés des déplacements pendant l'excavation de talus et l'analyse numérique des stabilités = Die Beobachtungsresultate der Verschiebungen bei Böschungseinschnitten und die numerische Analyse ihrer Standsicherheit / Y. Kitahara, T. Tokue, H. Ito, M. Motojima, M. Akashi. - The stability study of unstable wedges caused by large excavations at Itaparica Dam = Etude de la stabilité de coins potentiellement instables créés par les grandes fouilles du barrage Itaparica = Standsicherheitsuntersuchungen von Keilen bei Grossaushubsarbeiten am Itaparica-Damm / F. A. S. Nazario, S. Shayani, M. Lucas. - Stresses amd displacements around an advancing face of a tunnel = Tension et déplacements autour de la taille d'un tunnel = Spannungen und Verschiebungen um einen nach vorne bewegten Tunnel / Y. Niwa, S. Kobayashi, T. Fukui. - Slope stability in deep open pit mine with tension cracks = Stabilité des talus et fissures de traction dans une mine à ciel ouvert = Böschungssicherheit in einem tiefen Tagbau mit Zugrissen / M. Osmanagić, M. Redzepagić. - Settlements induced by a tunnel in miocenic soft rocks of Madrid = Tassements produits par la construction d'un tunnel dans des roches molles = Unterführungsabsenkungen auf weichen miozanischen Felsen in Madrid / C. S. Oteo, J. F. Moya. - Analysis of the stability of slopes in weathered rocks = Analyse de stabilité des pentes en roches décomposées = Die Analyse der Abhang-Stabilität in gewittertem Gestein / R. T. Sancio, R. E. Goodman. - Some investigations into the surface movement due to underground mining by bord and pillar method = Mesures des tassements en surface causés par les exploitations minières en "chambre et pilier" = Einige Untersuchungen der Oberflächenbewegungen infolge Bergbaus nach der Pfeilermethode / R. D. Singh. - Downhill movements of the slopes at the Idrija Ore Deposit = Mouvements descendants des pentes des dépôts minerais d'Idrija = Talseitige Hangbewegungen im Idrija Bergbau Gebiet / I. Sovinc. - Arching in hanging walls over leached deposits of rock salt = Les effets d'arc dans le toit du sel gemme exploité par solution = Bogenwirkung im mergligen Hangenden eines durch Lösung exploitierten Steinsalzlagers / M. Stević, I. Jasarević, F. Ramiz. - Ancrages "Cabra Corral" = Anchoring at "Cabra Corral" = Verankerungen in "Cabra Corral" / S. Vallespir, F. Barrionuevo, J. M. Sanz Saracho, V. Cid, F. Suva. , Contents: GROUP PAPERS = COMMUNICATIONS DE GROUPE = GRUPPENBERICHTE. - Rock mechanics in Sweden - a survey = La mécanique des roches en Suède - vues générales = Gebirgsmechanik in Schweden - eine Übersicht / S. G. A. Bergmann, S. Bjurström. - Role de l'auscultation dans la conception et l'excution d'ouvrages souterrains = Role of monitoring in the design and execution of underground works = Rolle der Kontrollmessungen beim Entwurf und bei der Herstellung von Untertagarbeiten / Comité Français de Mécanique des Roches. - Recents developments dans l'approche geotechnique de l'abattage mecanise en France = Recent geotechnical works in the field of mechanical rock cutting in France = Neue geotechnische Entwicklung des mechanischen Abbaus in Frankreich / Pechalat, Vienne, Chambon, Lebrun, Tincelin, Comes, Cordel, Marin, Fourmaintreaux, Louis, Raffoux. - Rock mechanics for engineering problems in India = Mécanique des roches appliquée à différents problèmes en Inde = Felsmechanik für Ingenieuraufgaben in Indien / Indian National Group. - Recent tunneling experiences in Italy = Récentes expériences dans l'excavation de galeries en Italie = Letzte italienische Erfahrungen in Tunnelbauten / AGI. - Some Italian experiences on the mechanical characterization of structurally complex formations = Expériences italiennes sur la caractérisation mécanique de formations structurellement complexes = Einige italienische Erfahrungen über Felsen mit complexer Struktur / AGI.
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  • 43
    Monograph available for loan
    Monograph available for loan
    Geneva : World Meteorological Organization
    Call number: MOP 44781/1 / Mitte ; MOP 44781/2 / Mitte
    Description / Table of Contents: Content: Provisional Programme Introduction: Climate and society: lessons from recent events / Robert R. Kates Overview Paper 1: Climatic change and human strategy / E. K. Fedorov Overview Paper 2: Global ecology and man / Bert Bolin Overview Paper 3: Climatic variation and variability: empirical evidence from meteorological and other sources / F. Kenneth Hare Overview Paper 4: Climates of past geological epochs / I. P. Gerasimov Overview Paper 5: The physical basis of climate / W. Lawrence Gates Overview Paper 6:Modelling of climatic changes and the problem of long-range weather forecasting / G. I. Marchuk Overview Paper 7: Climate monitoring and climatic data collection services for determining climatic changes and variations / Ju. A. Izrael Overview Paper 8: Human activities that affect climate / R. E. Munn and L. Machta Overview Paper 9: Some results of climate experiments with numerical models / B. J. Mason Overview Paper 10: A scenario of possible future climates - natural and man-made / H. Flohn Overview Paper 11: missing Overview Paper 12: Climate variability and the design and operation of water resource systems Overview Paper 13: Climate, health and disease / Wolf H. Weihe Overview Paper 14: Global aspects of food production / M. S. Swaminathan Overview Paper 15: Climatic variability and agriculture in the temperate regions / James D. McQuigg Overview Paper 16: Climatic variability and agriculture in tropical moist regions / Hayao Fukui Overview Paper 17: Climatic variability and agriculture in the semi-arid tropics / Francesco Mattei Overview Paper 18: Climatic change and the exploitation of climatic resources in china / Chang Chia-cheng, Wang Shao-wu, Cheng Szu-chung Overview Paper 19 (2x): Climatic variability and land use : an african perspective / Julius S. Oguntoyinbo and Richard S. Odingo Overview Paper 20: Renewable resources and agriculture in Latin America in relation to the stability of climate / Juan J. Burgos Overview Paper 21: Climatic variability and forestry / A. Baumgartner Overview Paper 22: Climatic variation and marine fisheries / D. H. Cushing Overview Paper 23: Climatic variability, marine resources and offshore development / T. F. Gaskell Overview Paper 24: Climate and economic activity / Ralph C. d'Arge
    Type of Medium: Monograph available for loan
    Pages: 2 Ordner
    Language: English
    Location: MOP - must be ordered
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  • 44
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/16
    In: CRREL Report, 79-16
    Description / Table of Contents: In 1973 two membrane encapsulated soil layer (MESL) test sections were constructed into existing gravel surfaced roads at Elmendorf A FB and at Ft. Wainwright in Anchorage and Fairbanks, Alaska, respectively. The Elmendorf AFB MESL contains a silty clay soil and the Ft. Wainwright MESL contains a nonplastic silt. Both sections were constructed at soil moisture contents of approximately 2% to 3% below optimum for the CE-12 compactive effort. There were no indica­tions of soil moisture migration during freezing in either test section and after-thaw field California Bearing Ratio values were nearly equal to values measured before freezing. There is growing evidence of a slight increase in the overall soil moisture content in the Elmendorf AFB MESL possibly from moisture entering through the single layer polyethylene sidewalls which were not treated with asphalt emulsion. There is good evidence that the membrane of the same section might have received damage during a soil sampling operation which allowed localized moisture infiltration. A two-layer polyethylene membrane used in the Ft. Wainwright MESL is considered a more positive moisture barrier than the single sheet and a justifiable added cost for permanent construction.
    Type of Medium: Series available for loan
    Pages: v, 27 Seiten , Illustrationen
    Series Statement: CRREL Report 79-16
    Language: English
    Note: CONTENTS Preface Introduction Laboratory studies General Elmendorf AFB silty clay Fairbanks silt Field studies Elmendorf AFB MESL Ft. Wainwright MESL Traffic use Elmendorf AFB MESL Ft. Wainwright MESL Performance observations Elmendorf AFB MESL Ft. Wainwright MESL Conclusions Elmendorf AFB MESL Ft. Wainwright MESL General Literature cited Appendix A. The MESL concept Appendix B. Classification, compaction, freezing and CBR test results for Fairbanks silt
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  • 45
    Monograph available for loan
    Monograph available for loan
    Urbana : Illinois State Water Survey
    Call number: MOP 45166
    Type of Medium: Monograph available for loan
    Pages: 57 Seiten
    Language: English
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  • 46
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/29
    In: CRREL Report, 79-29
    Description / Table of Contents: An analytical study of the propagation of shock waves in snow was carried out to evaluate the response of medium density snow to high rates of loading. One solution was developed for steady shock waves; this resulted in calculation of pressure jump, density jump and stress wave speed. Correlation with available experimental data was found to be good. Nonsteady shock waves were also considered in order to evaluate wave attenuation rates in snow. Very few data were available to compare with the analytical results, so no definite conclusions on the part of the study could be made. The results show, however, that shock waves that produce plastic deformation attenuate at extremely high rates and that differences in pressure between two waves are quickly eliminated within a short distance. Calculations were also made to evaluate the effect of wave frequency on attenuation rates. The results show that, for plastic waves, frequency is not a predominant factor for determining attenuation rates.
    Type of Medium: Series available for loan
    Pages: v, 14 Seiten , Illustrationen
    Series Statement: CRREL Report 79-29
    Language: English
    Note: CONTENTS Abstract Preface Nomenclature I. Introduction II. A constitutive law for snow and balance principles III. Compatibility laws and jump equations for stress waves IV. Steady shock waves in snow V. Comparison of steady-wave theory with experimental results VI. A numerical solution to the nonsteady wave problem VII. Jump equations for nonsteady shock waves VIII. Reduced jump equations Discussion and conclusions Literature cited
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  • 47
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/28
    In: CRREL Report, 79-28
    Description / Table of Contents: Transmission and scanning electron micrographs of Umiat bentonite revealed thin, mica-like grains with irregular shapes. Most of the bentonite showed electron diffraction ring patterns, but some showed hexagonal net patterns as well as ring patterns. The lengths of the unit cells were calculated to be 5.18 A along the a-axis and 8.97 A along the b-axis. Semiquantitative analyses were made using an energy dispersive spectrometer. Common elements such as Si, Ti, Al, Fe, Mg, Na and K were determined. The molecular ratio of SiO2:Al2O3 was calculated to be 492:100 for the bulk sample, indicating that Umiat bentonite is similar in most respects to Wyoming bentonite, and is classified as a mont-morillonite. The microstructure of frozen Umiat bentonite was observed at a specimen temperature of -100 C using a scanning electron microscope equipped with a cold stage. Frozen bentonite and segregated ice patterns formed from wet bentonite were examined using an X-ray map and Si X-ray line scan. Sublimation processes of ice in the frozen bentonite were observed at specimen temperatures of -60 and -80 C. After sublimation of the ice the bentonite displayed a honeycomb structure. It was concluded that the freezing-sublimation cycle in frozen soil increases the permeability of water vapor due to the three-dimensional structure of the coagulated clay formed by freezing.
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    Pages: iii, 14 Seiten , Illustrationen
    Series Statement: CRREL Report 79-28
    Language: English
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  • 48
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/27
    In: CRREL Report, 79-27
    Description / Table of Contents: Some Bessel function identities found by solving problems of the deflection of a floating ice plate by two different methods are rigorously proved. The master formulas from which all the identities are derived are in a Fourier reciprocal relationship, connecting a Hankel function to an exponential function. Many new formulas can be derived from the master formulas. The analytical method presented here now opens the way to study a hitherto impossible type of problem--the deflection of floating elastic plates of various shapes and boundary conditions.
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    Pages: ii, 13 Seiten , Illustrationen
    Series Statement: CRREL Report 79-27
    Language: English
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  • 49
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/25
    In: CRREL Report, 79-25
    In: Charged dislocation in ice, I.
    Description / Table of Contents: The motion of dislocations in single crystal ice under an electric field was observed by using X-ray topographic methods. Electric charge density on these dislocations was deduced from the amplitude and length of the dislocation segment under the known AC electrical field. The most likely linear charge density was about +5x10^-11 c/m, although considerable variation is possible depending on the effective field acting on the dislocation lines.
    Type of Medium: Series available for loan
    Pages: iii, 12 Seiten , Illustrationen
    Series Statement: CRREL Report 79-25
    Language: English
    Note: CONTENTS Abstract Preface Introduction Theory Experimental apparatus and procedure Results Discussion Concluding remarks Selected bibliography Appendix A. Mosotti type field on core of cylindrical cavity
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  • 50
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/24
    In: CRREL Report, 79-24
    Description / Table of Contents: By using a new thermocoring technique, a hole was successfully drilled through the 416-m thickness of the Ross Ice Shelf at J-9 Camp. This report provides a description of the drill and an account of this drilling project. A provisional examination of the core shows the ice shelf to consist of 410 m of snow and glacial ice underlain by 6 m of sea ice formed by direct freezing of sea water to the bottom of the Ross Ice Shelf.
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    Pages: ii, 12 Seiten , Illustrationen
    Series Statement: CRREL Report 79-24
    Language: English
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  • 51
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/26
    In: CRREL Report, 79-26
    Description / Table of Contents: A 19-year record of the annual closing and opening dates of operation of the Lake Champlain ferry at Grand Isle, Vermont, which are controlled by the lake's ice cover, was made available to CRREL. These navigation records accurately approximated the freeze-over and breakup dates for the ferry crossing area between Gordon Landing, Vermont, and Cumberland Head, New York. When compared statistically with water temperature and climatological data for the same years at nearby Lake Champlain locations, the dates allowed accurate predictions of ice formation. From nearby air temperature records, cumulative freezing degree-day (deg C) curves were plotted for each year of record, and ice formation dates and standard deviations were predicted with considerable accuracy. Several methods of predicting ice formation on Lake Champlain were attempted. The most accurate approach used a combination of water temperatures and freezing degree-days. The influence of wind speed on ice cover formation and prediction are also discussed in the report.
    Type of Medium: Series available for loan
    Pages: v, 21 Seiten , Illustrationen
    Series Statement: CRREL Report 79-26
    Language: English
    Note: CONTENTS Abstract Preface Introduction Data tabulation and collection Air temperatures 11-reezing degree-days Water temperatures Closing and opening dates Results Air temperature Freezing degree-days Water temperatures Analysis: Attempted methods of predicting ice formation Predicting air temperatures 8Summer water temperatures Fall water temperatures and freezing degree-days Wind speed influence on closing of the lake Water temperature vs surface air temperature analysis Prediction of ice-out dates Conclusions Literature cited Appendix A. Freezing degree-day curves with ice notations and watertemperature notations Appendix B. Summary
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  • 52
    Call number: ZSP-201-79/23
    In: CRREL Report, 79-23
    Description / Table of Contents: The performance of surface impedance and magnetic induction electromagnetic subsurface exploration techniques was studied seasonally at various sites in Alaska where permafrost and massive ground ice occurred. The surface impedance method, which uses radiowaves in the LF and VLF bands, and the magnetic induction method, which uses low-frequency magnetic induction fields, distinguish subsurface materials by the electrical resistivity of the materials. The methods used have greatest sensitivity within about 20 m of the surface and are, therefore, most applicable for shallow subsurface investigations. The selection of study sites was based on anticipated contrasts in electrical resistivity between ground ice and adjacent earth materials. A magnetic induction instrument, using a separation of 3.66-m between the transmitter and receiver antennas, in general was able to detect near-surface zones of massive ice and to provide data regarding permafrost distribution in both the Fairbanks and Prudhoe Bay areas. At this antenna separation, the depth of magnetic field penetration was sufficient to include mainly the zone containing maximum contrasts in resistivity between ground ice and other earth materials. In the Fairbanks area, contrasts, in this zone were greatest in late winter when the seasonally thawed surface layer was completely frozen. When thawed, this layer usually becomes more conductive and often masks the deeper resistivity contrasts. In the Prudhoe Bay area, maximum ground resistivity contrasts were detected in late summer when shallow subsurface temperatures had risen sufficiently to permit resistivity contrasts between the massive ice and the ice-rich ground to appear.
    Type of Medium: Series available for loan
    Pages: v, 24 Seiten , Illustrationen
    Series Statement: CRREL Report 79-23
    Language: English
    Note: CONTENTS Abstract Preface Introduction Background Obiectives and procedures Ground electrical resistivity in permafrost regions Electromagnetic techniques General Magnetic induction method Surface impedance fradiowave method Direct current method General description of field sites Results Site 1 CRREL permafrost station, Fairbanks, Alaska Site 2 Planned road cut for Steese Highway near Fox, Alaska Site 3 Relic floodplain near Fairbanks, Alaska Site 4 Pingos, Prudhoe Bay, Alaska Site 5 Ice wedges, Prudhoe Bay, Alaska Comparisons between the surface impedance and magnetic induction methods Conclusions and recommendations Literature cited Appendix A. Discussion of the depth of sensitivity of the magnetic induction method using two- and three-layer apparent resistivity curves
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  • 53
    Call number: 12023/3
    In: Proceedings / Fourth International Congress on Rock Mechanics, Vol. 3
    Type of Medium: Monograph available for loan
    Pages: 503 S.
    ISBN: 9061910498
    Language: English , French , German
    Note: COURSE OF THE CONGRESS, SPEECHES, GENERAL REPORTS, LECTURES, DISCUSSIONS THEMES I TO IV, TECHNICAL VISITS, INDIVIDUAL PAPERS WHICH COULD NOT BE PRINTED IN VOLUMES 1 AND 2 = DÉROULEMENT DU CONGRÈS, DISCOURS, RAPPORTS GÉNÉRAUX, CONFÉRENCES, DISCUSSIONS THÈMES I À IV, VISITES TECHNIQUES, COMMUNICATIONS INDIVIDUELLES N'AYANT PU ÊTRE PUBLIÈES DANS LES TOMES 1 ET 2 = KONGRESSVERLAUF, ANSPRACHEN, GENERALBERICHTE, KURZREFERATE, DISKUSSIONEN THEMEN I BIS IV, TECHNISCHE BESICHTIGUNGEN, INDIVIDUELLE BERICHTE DIE IN DEN BÄNDEN 1 UND 2 NICHT GEDRUCKT WERDEN KONNTEN. - Rheological behaviour of rock masses = Comportement rhéologique des roches et des massifs rocheux = Rheologisches Verhalten von Gesteinen und Fels / M. Langer. - Rheological properties of rocks at high temperatures = Propriétés rhéologiques des roches à haute température = Rheologische Gesteinseigenschaften bei hohen Temperaturen / J. Handin, N. Carter. - The fracture à la rupture des roches = Le comportement à la rupture des roches = Das Bruchverhalten der Gesteine / R. Houpert. - Flow and fracture of rocks under general triaxial compression = Ecoulement et rupture des roches sous une étreinte triaxiale généralisée = Fliessen und Brechen von Fels unter allgemeinem dreiachsigen Druck / K. Mogi. - Discussion on 'An inference of crustal rheology from stress observations ... R. L. Blackwood (Vol. 1, p. 37)' / L. G. Alexander. - Utilisation du "Modele radoucissant" dans l'interpretation d'essais sur tubes epais de roche = The strain softening model used for interpreting tests on thick hollow rock cylinders / P. Berest, J. Bergues, Nguyen Minh Duc. - Sur le comportement différé des roches apres rupture = On the time-dependent strain softening behavior of rocks / P. Berest, J. Bergues, Nguyen Minh Duc. - Further investigations into the residual stress field of a basalt column / H. Bock. - Discussion sur la determination de l'etat de contrainte dans un massif rocheux / F. H. Cornet, F. J. Bonnechère, F. Buyle-Bodin. - Geomechanical model studies of the stress-strain state of the Inguri Arch Dam Rock Abutments / E. Gaziev. - Design of a tunnel in swelling rock / M. Gysel. - Discussion of Paper on "Time-dependent deformation of jointed rock near failure" / P. K. Kaiser, N. R. Morgenstern. - Rheological charcateristics of preconsolidated clay / R. Petrovic. - Additions to "Measurement of changes in rock fabrics", Theme 1, Vol. 1, pp. 265-271 / H. J. Pincus. - Clay/Rock Interaction / R. Pusch. - The crack closure curvature of some Finnish rocks / P. Sarkka. - Verwendung der Methode von Finite Elementen für die Schätzung der Zeitfestigkeit der Berggesteinen um Untertagebaue / J. A. Veksler, S. K. Tutanow. - Berechnung thermomechnischer Vorgänge bei der Endlagerung radioaktiver Abfälle im Salzgestein / M. Wallner. - A study of the mechanism of support / L. Baoshen. - Use of tests and monitoring in the design and construction of rock structures = Utilisation des essais et des auscultations dans la conception et l'exécution d'ouvrages en rocher = Verwendung von Versuchen und Kontrollmessungen für den Entwurf und die Herstellung von Felsbauten / J. A. Franklin. - Use of tests and monitoring in the design and construction of rock structures = Utilisation des essais et des auscultations dans la conception et l'exécution d'ouvrages en rocher = Verwendung von Versuchen und Kontrollmessungen für den Entwurf und die Herstellung von Felsbauten / B. Kujundžić. - On the choice of rock mechanics tests = Sur le choix des essais de méchanique des roches = Zur Wahl von felsmechanischen Versuchen / G. Lombardi. - Interpretation of the results of a rock mechanical test program for a powerhouse cavern by means of numerical analyses = Interprétation des résultats d'un programme d'essais de méchanique des roches pour une centrale souterraine à l'aide d'analyses numériques = Interpretation der Ergebnisse eines felsmechanischen Versuchsprogramms für ein untertägiges Krafthaus mit Hilfe numerischer Berechnungen / W. Wittke, B. Plischke, K. H. Hosang. - Influence of block size on the shear strength of joints / N. Barton. - Prise en compte de l'etat de contrainte en place / B. Come. - Development of frictional restraint in pile rock sockets / P. Davies. - Discussion relating to theme II paper by Chalmers, Daw and Scott. - Contribution theme II / B. Gilg. - Acoustic emission to detect the geostress / M. Hayashi. - Bestimmung von elastischen Gesteinskennwerten mittels refraktionsseismischer Messungen / H. Hönig. - Determination of shear modulus by means of in situ torsion tests / J. Hudek. - Tunnel design - conclusions from long-term model tests / P. K. Kaiser. - Construction of a computer-controlled direct shear testing machine for investigations on rock discontinuities / O. Natau, W. Leichnitz, K. Balthasar. - In situ stress measurement by overcoring cast-in-place epoxy inclusions / R. M. Nolting, R. E. Goodman. - The horizontal pressures in the preconsolidated marly clay in case of smaller displacements in soil / R. Petrovic. - Diskussionsbemerkung zu einigen Beiträgen zu den Themen II und III / R. Poisel. - Anmerkungen zu den Diskussionsbeiträgen von N. Barton und O. Natau über den Maßstabseinfluß auf den Reibungswiderstand bei Schervorgängen an vorgegebenen Gleitflächen / H. J. Schneider. - Eine Versuchsapparatur für felshydraulische Felduntersuchungen / H. J. Schneider. - Non-destructive test method for rock bolts / H. F. Thurner. - Modelierung der plötzlichen Hinauswerfung der Kohle und des Gases bei den Laboratorischen Bedingungen / J. A. Veksler, A. T. Schakirov. - Entwurf von Felshohlraumbauten im Hinblick auf moderne Bauverfahren = Design of underground structures with respect to modern construction methods = Projet d'ouvrages souterrains en liaison avec les méthodes modernes de construction / D. Prader. - Some practical aspects of conceptual models in tunnelling = Quelques aspects pratiques des modèles de tunnel = Einige praktische Gesichtspunkte von Modellkonzepten im Tunnelbau / A. M. Muir Wood. - Time-dependent deformations in underground works = Les déformations différées dans les ouvrages souterrains = Zeitabhängige Verformungen in den unterirdischen Werken / M. Panet. - Design of underground structures with respect to modern construction methods from a contractor's viewpoint = Projet d'ouvrages souterrains en liaison avec les méthodes modernes de construction du point de vue de l'entrepreneur = Entwurf von Felshohlraumbauten im Hinblick auf moderne Bauverfahren vom Standpunkt des Unternehmers / S. Brännfors, G. Nord. - Movements recorded at completion of cavern excavation / T. H. Douglas, W. Wilson. - Erste Erfahrungen mit einer neuen Norm über Erschütterungen im Bauwesen / W. Harsch. - Continuation of the Swedish shotcrete investigation - fibre reinforced shotcrete interacting with rock bolts / J. Holmgren. - Beitrag zur Ringschlusszeit am Beispiel des Arlbergtunnels / M. John. - Diskussionsbeantwortung zu M. John: Beitrag zur Ringschlusszeit am Beispiel des Arlbergtunnels / L. Mueller-Salsburg. - Desing of permanent lining for long term time effect / K. Y. Lo. - Influence of in situ stress on rock stability / B. Lukajic. - Utilisation des classifications géotechniques en projet et construction de cavités souterraines / V. Maury. - Design of storage for radioactive waste with respect to virgin stresses and thermal loadings / O. Stephansson. - The "Rib-in-Roc" pre-reinforcement system for large underground openings / B. Stillborg. - Stability of large-span cavern in jointed rock mass / Z. Weishen. - Les discontinuites des roches : une methode pour leur evaluation in-situ et leur effet sur la vitesse de foration des tunnels = Discontinuities in rock : a method for in-situ assessment and their effect on boring rate of tunnel boring machine = Die Klüfte im Fels : eine Methode für ihre In-Situ Quantisierung und ihre Auswirkungen auf die Bohrleistungen bei Tunnel-Boring-Maschinen / D. Fourmaintraux. - Interdépendance des ind
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  • 54
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    Monograph available for loan
    [Erscheinungsort nicht ermittelbar] : [Verlag nicht ermittelbar]
    Call number: MOP 44941 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 24 Seiten
    Language: English
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  • 55
    Call number: MOP 44845 / Mitte
    Type of Medium: Series available for loan
    Pages: [186] Seiten , Illustrationen , 28 cm
    Language: English
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  • 56
    Call number: MOP 44818 / Mitte
    Type of Medium: Monograph available for loan
    Pages: vii, 50 Seiten , 28 cm
    Language: English
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  • 57
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    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/13
    In: CRREL Report, 79-13
    Description / Table of Contents: Heat transfer in turbulent flow was measured in a rectangular channel with a width of 0.254 m and a flow depth of 0.0254 m. Correlations between the Nusselt and Reynolds numbers are given for a range of 3020 Re 22360. A Prandtl number range of 9.90 or = Pr or = 12.28 for water was used in the tests. The results are compared with those of other investigations and show that some well-known correlations underpredict the heat transfer by about 35%.
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    Pages: ii, 5 Seiten , Illustrationen
    Series Statement: CRREL Report 79-13
    Language: English
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  • 58
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/14
    In: CRREL Report, 79-14
    Description / Table of Contents: Solid ice growth rates due to the presence of frazil slush beneath the ice cover have been shown to be greater than the so-called static growth. The frazil slush reduces the effective heat of ice solidification and the frazil particles freeze into the interstitial water. Numerical schemes are presented which clearly show the effect of frazil ice porosity on ice cover growth rates and the numerical model using air temperature as the major input is compared with field data on ice thickness in a small river laden with frazil ice beneath its cover.
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    Pages: ii, 4 Seiten , Illustrationen
    Series Statement: CRREL Report 79-14
    Language: English
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  • 59
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/22
    In: CRREL Report, 79-22
    Description / Table of Contents: Field observations at 60 Sites located in the fast or near-fast ice along a 1200-km stretch of the north coast of Alaska between Bering Strait and Barter Island have shown that the great majority of the ice samples (95%) exhibit striking c-axis alignments within the horizontal plane. Such alignments were usually well developed by the time the ice was 50 cm thick and in some cases when the ice was 20 cm thick. In all cases the degree of preferred orientation increased with depth in the ice. Representative standard deviations around a mean direction in the horizontal plane are commonly less than ± 10° for samples collected near the bottom of the ice. The general patterns of the alignments support a correlation between the preferred c-axis direction and the current direction at the ice/water interface. A comparison between c-axis alignments and spot current measurements made at 42 locations shows that the most frequent current direction coincides with the mean c-axis direction. Such alignments are believed to be the result of geometric selection with the most favored orientation being that in which the current flows normal to the (0001) plates of ice that compose the dendritic sea ice/sea water interface.
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    Pages: v, 21 Seiten , Illustrationen
    Series Statement: CRREL Report 79-22
    Language: English
    Note: CONTENTS Abstract Preface Summary Introduction Techniques and sampling Observations Crystal alignments “Odd” sites Causes Conclusions Literature cited Appendix A: Current observations
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  • 60
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    Monograph available for loan
    Washington : Special Committee for Solar-Terrestrial Physics (SCOSTEP), National Academy of Sciences
    Call number: MOP 43858/3 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 132 Seiten , 28 cm
    Language: English
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  • 61
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/30
    In: CRREL Report, 79-30
    Description / Table of Contents: The ice suppression resulting from discharge of warm water into rivers during winter is analyzed with emphasis on two different cases. In Part 1 the case of a thermal effluent fully mixed across the flow section is analyzed to include the effects of unsteadiness in the effluent temperature and the meteorological variations. The location of the ice edge is determined either by a 0 C water temperature criterion or an equilibrium ice melting analysis. The choice of the applicable criterion emerges naturally from the analysis even though the location of the ice edge may be considerably different when a steady-state analysis is done. In Part 2 the case of a side discharge of heated effluent is analyzed, also in an unsteady manner, and the effects of transverse dispersion are included in the analysis. Comparisons are made in both Parts 1 and 2 to limited field data that are available.
    Type of Medium: Series available for loan
    Pages: iv, 23 Seiten , Illustrationen
    Series Statement: CRREL Report 79-30
    Language: English
    Note: CONTENTS Abstract Preface Part I. Unsteady suppression of river ice by fully mixed thermal effluents Introduction Governing equations Outline of analysis Location of ice edge Numerical simulation Uncertainties and Imitations Literature cited Part II. Effect of transverse mixing on ice suppression Introduction Analysis of dispersion and heat loss Analysis of ice thickening and melting Numerical simulation Example simulations Field comparison Uncertainties and limitations Literature Cited Appendix A: Computer program for unsteady fully mixed ice suppression Appendix B: Computer program for unsteady lateral mixing ice suppression
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  • 62
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    Boulder, Colo. : The Geological Society of America
    Associated volumes
    Call number: S 90.0095(180)
    In: Special paper / The Geological Society of America, 180
    Type of Medium: Series available for loan
    Pages: 211 Seiten , Illustrationen, graphische Darstellungen
    ISBN: 0-8137-2180-6
    Series Statement: Special paper / The Geological Society of America 180
    Language: English
    Note: Introduction / Charles E. Chapin and Wolfgang E. Elston References cited Ash-flow magmatism / Robert L. Smith Abstract Introduction Volumes of ash-flow sheets Size of magma chambers Zoned magma chambers Crater Lake, Oregon Bandelier Tuff, New Mexico SiO₂ and phenocryst variation in ash-flow sheets Periodicity-volume-composition relationships Discussion of model Summary and conclusions Acknowledgments References cited Cooling units and composite sheets in relation to caldera structure / Robert L. Christiansen Abstract Introduction Examples of ash-flow-caldera relations Mazama eruption and Crater Lake caldera Bandelier Tuff and Valles-Toledo calderas Thirsty Canyon Tuff and Black Mountain caldera Timber Mountain-Oasis Valley caldera complex Yellowstone Plateau volcanic field General pattern of ash-flow-caldera relations Acknowledgments References cited The Bishop Tuff: Evidence for the origin of compositional zonation in silicic magma chambers / Wes Hildreth Abstract Introduction Eruptive sequence Major units Units of uncertain correlation Summary of eruptive sequence Eruptive temperatures Accuracy and precision of T-fₒ₂ data Mineralogy Fe-Ti oxides Quartz Sanidine Plagioclase Biotite Pyroxenes Allanite Zircon Apatite Pyrrhotite Whole-rock chemistry Major elements Trace elements Compositional gaps Origin of the compositional zonation Crystal settling Assimilation Basaltic underplating Liquid immiscibility Progressive partial melting Trace elements during partial melting Convection-driven thermogravitational diffusion Lines of evidence Concluding remarks Acknowledgments References cited Rare-earth-element content of some highly differentiated ash-flow tuffs and lavas / Donald C. Noble, Ward L. Rigot, and Harry R. Bowman Abstract Introduction Specimens studied and methods of chemical analysis Results and discussion Acknowledgments References cited Geochemistry of the Los Chocoyos Ash, Quezaltenango Valley, Guatemala / William I. Rose, Jr., Norman K. Grant, and John Easter Abstract Introduction Field description Geochemistry Mineralogy and mineral chemistry Sr-isotope data Modeling of crystal fractionation Time required for crystal fractionation Conclusions Acknowledgments Appendix 1. Analytical methods References cited Geochemical correlation of genetically related rhyolitic ash-flow and air-fall ashes, central and western Guatemala and the equatorial Pacific / Gregory A. Hahn, William I. Rose, Jr., and Thomas Meyers Abstract Introduction Previous investigations of chemical fingerprinting The Los Chocoyos Ash and the stratigraphic sequence of the San Cristobal Group Characteristics of the ash-flow member Sample acquisition and preparation Trace-element analyses Chemical correlation Lateral chemical variations Source of the Los Chocoyos Ash Age of the Los Chocoyos Ash Conclusions Acknowledgments References cited Ignimbrites of the Sierra Madre Occidental and their relation to the tectonic history of western Mexico / Fred W. McDowell and Stephen E. Clabaugh Abstract Introduction Volcanic stratigraphy of the Sierra Madre Occidental Pre-Cretaceous volcanic rocks Lower volcanic complex Unconformity between the igneous sequences Upper volcanic supergroup Calderas of the upper volcanic supergroup Structure of the Sierra Madre Occidental Chemistry Tectonic relationships Acknowledgments References cited Emplacement of pyroclastic flows: A review / Michael F. Sheridan Abstract Introduction Eruptions Observed pyroclastic flows Theoretical eruption models Mobility Topographic barriers Energy line Deposits Morphology Depositional sequence Textures Large clasts Deflation Compositional variation Welded peralkaline ignimbrites Emplacement temperatures Models Fluidization Speculation Summary Acknowledgments References cited Primary and secondary flow structures in ash-flow tuffs of the Gribbles Run paleovalley, central Colorado / Charles E. Chapin and Gary R. Lowell Abstract Introduction Paleovalleys and the Wall Mountain Tuff Primary flow structures Gas cavities (lenticules) Lineation Foliation Primary folds Rotated lithic fragments Imbricated crystals Secondary now structures Secondary folds and growth faults Tension cracks Miscellaneous structures Steam spiracles Conclusions Acknowledgments References cited Welded air-fall tuffs / R.S.J. Sparks and J. V. Wright Abstract Introduction Field relationships Santorini, Greece The 1875 Askja welded tuffs, Iceland Other examples Petrology and chemistry Grain-size studies Santorini welded tuffs Askja welded tuff Compaction and welding Strain, bulk density, and porosity measurements Results for Santorini welded tuffs Results for Askja welded tuff Discussion Acknowledgments References cited Globule ignimbrite of Mount Suswa, Kenya / R. L. Hay, W. Hildreth, and R. N. Lambe Abstract Introduction Scope and purpose of study Geologic setting and previous work Description and field relationships Ignimbrite petrography Vitric materials Crystals and rock fragments Devitrification and gas-phase crystallization Low-temperature alteration Nature of lower ignimbrite sheet Nature of the magma Chemical composition Temperature and viscosity Emplacement of ignimbrite and origin of globules Acknowledgments References cited A model of pyroclastic surge / K. H. Wohletz and M. F. Sheridan Abstract Introduction Terminology Objectives and methods of study Deposits Bed forms Locations Results Pyroclastic-surge facies Discussion and conclusions Development of bed forms Reconstruction of the surge cloud A model of pyroclastic surge: Its fluidization and deflation Acknowledgments References cited Significance of the flattening of pumice fragments in ash-flow tuffs / Donald W. Peterson Abstract Introduction Pumice fragments in the Apache Leap Tuff Recognition and description of pumice fragments Flattening of the pumice Applications of the flattening studies Recognition of cooling units Implications of extreme flattening Determination of stratigraphic level and fault displacement Commercial application of flattening ratios Determination of the degree of welding Pumice flattening as a possible guide to relative temperature of emplacement and rate of accumulation Conclusions Acknowledgments References cited Ash-flow sheets and calderas: Their genetic relationship to ore deposits in Nevada / Edwin H. McKee Abstract Introduction Metal deposits in volcanic-tectonic systems Resurgent cauldrons Geologic setting Parameters of study Distribution of mines and ash-flow sheets Distribution of mines and calderas Discussion Acknowledgments References cited
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  • 63
    Call number: 12252/1
    Type of Medium: Monograph available for loan
    Pages: XXVI, 1053 Seiten , Illustrationen
    ISBN: 0306400669
    Language: English
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  • 64
    Call number: 12252/2
    Type of Medium: Monograph available for loan
    Pages: XXII, 1025 Seiten , Illustrationen
    ISBN: 0306400693
    Language: English
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  • 65
    Series available for loan
    Series available for loan
    Tokyo : National Institute of Polar Research
    Associated volumes
    Call number: ZSP-592-14 ; ZSP-592-14(2.Ex.)
    In: Memoirs of National Institute of Polar Research
    Type of Medium: Series available for loan
    Pages: IV, 229 S. : Ill., graph. Darst., Kt.
    Series Statement: Memoirs of National Institute of Polar Research : Special Issue 14
    Language: English
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  • 66
    Call number: ZSP-553-1
    In: Meddelelser om Grønland
    Type of Medium: Monograph available for loan
    Pages: 24 S. : Ill., graph. Darst.
    ISBN: 8717025818
    ISSN: 0106-1046
    Series Statement: Meddelelser om Grønland : Geoscience 1
    Language: English
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  • 67
    Call number: ZSP-SCAR-570-1
    In: Report to SCAR on Antarctic research activities of Germany (FRG), 1
    Type of Medium: Series available for loan
    Pages: 21 Seiten
    ISSN: 0179-0072
    Series Statement: Report to SCAR on Antarctic research activities of Germany (FRG) 1
    Language: English
    Note: Contents: Membership of the National Committee on Antarctic Research of the Federal Republic of Germany. - Introduction. - Station. - Field Activities 1974-1979. - Planned Activities 1979/80. - References.
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  • 68
    Call number: 12023/2
    In: Proceedings / Fourth International Congress on Rock Mechanics, Vol. 2
    Type of Medium: Monograph available for loan
    Pages: XXXVI, 727 S. , Ill., graph. Darst.
    ISBN: 906191048X
    Language: English , French , German
    Note: Contents: THEME II USE OF TESTS AND MONITORING IN THE DESIGN AND CONSTRUCTION OF ROCK STRUCTURES = UTILISATION DES ESSAIS ET DES AUSCULTATIONS DANS LA CONCEPTION ET L'EXÉCUTION D'OUVRAGES EN ROCHER = VERWENDUNG VON VERSUCHEN UND KONTROLLMESSUNGEN IM ZUSAMMENHANG MIT DEM ENTWURF UND DER ERRICHTUNG VON FELSBAUTEN. - Plateloading tests on multi-layed sedimentary rocks = Tests de surcharge de roches sédimentaires à multi-strates = Plattenladungsversuche von geschichteten Sedimentgesteinen / K. Akai, Y. Onishi, K. Takahashi. - Verhalten von vorfabrizierten Tunnelauskleidungen beim Schildvortrieb = Behaviour of the prefabricated lining in shield driven tunnels = Le comportement du revêtement préfabriqué d'un tunnel pendant l'avancement au moyen d'un bouclier / E. Andráskay, R. Attinger. - Arch formation and pillar yield in jointed rock = Formation de voûte et déformation des piliers dans une roche disjointe = Gewölbebildung und Pfeilerleistung bei abgesondertem Gestein / J. R. Barrett, B. Grumitt, M. Wical. - A new approach to the evaluation of the strength of concrete construction contact with the rocky foundation = Une nouvelle approche à l'estimation de la résistance du contact d'une construction en béton avec la fondation en roche = Neuer Standpunkt zur Berechnung von Festigkeit des Kontaktes zwischen Betonbauwerk und Felsfundamentsohle / J. A. Baslavsky, S. A. Frid. - Die Erstellung eines Pilotstollens sowie felsmechanische Untersuchungen als Grundlage für die Projektierung und den Bau des Du Toitskloof Tunnels in Südafrika = Execution of a pilot tunnel and rock mechanics investigations as a base for design and construction of the Toitskloof Tunnel in South Africa = Exécution d'une galerie de sondage et mesure des caractéristiques méchaniques des roches comme bases de la conception et de la construction du tunnel du Toitskloof, Afrique du Sud / P. C. Bebi, K. R. Mettier. - Classement statistique de mesures sismiques et conception de barrages = Statistical classification of seismic measures and dam design = Statistische Klassifizierung des seismischen Mass und Konzeption eines Staudammes / Y. Bertrand, J. Lakshmanan, J. Rouge. - The geomechanics classification in rock engineering applications = Classification géoméchanique et son application pour l'ingénieur des roches = Geomechanische Gebirgsklassifizierung und ihre Anwendung im Felsbau / Z. T. Bieniawski. - Comparison of calculated, measured and observed stresses at the Ortfjell Open Pit (Norway) = Une comparaison sur des constraintes calculées, mesurées et observées dans l'Ortfjell fosse (Norvège) = Vergleich zwischen berechneten, gemessenen und observierten Spannungen im Ortfjell Tagebau (Norwegen) / E. Broch, B. Nilsen. - Discontinuity measurement using the borehole impression probe - a case study = Mesure des discontinuités par l'emploi du "Borehole Impression Probe" = Unregelmässigkeitsmessungen unter Verwendung der Bohrloch-Eindrucksonde - eine Fallstudie / E. T. Brown, T. R. Harper, D. V. Hinds. - Strain softening marly rock = Roche marneuse à rupture progressive = Mergelstein mit progressivem Bruch / S. Cavounidis, E. Sotiropoulos. - A modified form of aquifer depletion/recovery test for assessing potential water makes into deep excavations = Modification de l'essai Lefranc pour estimer les venues d'eau dans les fouilles profondes exécutées dans l'aquifère = Abwandlung des Pump-Versuchs zur Ermittlung möglicher Wassereinbrüche in tiefen Baugruben / A. Chalmers, G. P. Daw, R. A. Scott. - Dilatometer tests in the study of the deformability of rock masses = Les essais au dilatomètre dans l'étude de la déformabilité des massifs rocheux = Dilatometerversuche zur Bestimmung der Gebirgsverformbarkeit / J. G. Charrua-Graça. - Auscultation fine d'un glissement de terrain a l'aide d'instruments nouveaux = Precise monitoring of a landslide by means of new devices = Feinbeobachtungen an einer Rutschung mittels neuartiger Instrumente / P. J. Debreuille, J. B. Francq, P. Londe. - Etude sur les caracteristiques de la roche pour un barrage d'enrochement = Study of rock characteristic for a rockfill dam = Untersuchungen der Eigenschaften des Gesteins für einen Staudamm / R. Del Hoyo Fernandez-Gago. - L'identification des roches par l'indice de continuite = Rock identification by means of continuity index = Gesteinsidentifizierung mittels Kontinuitätsindex / A. Denis, M. Panet, C. Tourenq. - Fracture growth around openings in rock models and their effect on the design of stable openings = Observation sur modèle de la propagation de la fracturation autour des cavités en rocher: impact sur les projets réels = Risswachstum rumd um Felshohlräume im Modell und ihre Auswirkungen auf den Entwurf standsicherer Hohlräume / B. B. Dhar, B. S. Verma, S. Ratan. - Site investigations and FEM calculations for two underground caverns in Peru = Reconnaissance du site et calcul par éléments finis de deuy excavations souterraines au Pérou = Felduntersuchungen und Finite-Elemente-Rechnungen für zwei Kavernen in Peru / M. Dolezalová, K. Drozd. - Analysis of a solid inclusion in situ stress measuring device = Analyse d'un capteur de contraintes in-situ peu déformable = Analyse eines verformungsarmen in-situ-Spannungsmessgebers / M. E. Duncan Fama. - Tunnels ancres a faible profundeur etude comparative sur modeles physique et mathematique = Anchored tunnels with small overburden: comparative study on physical and mathematical models = Verankerte seichtliegende Tunnel: vergleichende Untersuchungen mittels physikalischer und mathematischer Modelle / P. Egger, C. Gindroz. - Allgemeine geotechnische Gesichtspunkte und Grenzgleichgewichtsbetrachtungen als erste Orientierung bei der Planung von Talsperren = General geotechnical considerations and limit equilibrium analysis in the planning of dam foundations = Considérations générale de la géotechnique et l'analyse d'équilibre limite dans l'évaluation de suite au sujet de la construction des barrages / E. Fecker, L. Müller, G. Reik. - Investigations of stress-strain state of structurally disturbed rock massif near underground workings = Etude de l'état de tension et de déformation du massif fragmenté des roches au voisinage des galeries minières = Untersuchung des Spannungs- und Deformationszustandes des strukturgestörten Gesteinmassives in der Nähe von Untertagebaustellen / N. A. Filatov, V. D. Belykov. - Investigations into the mechanism of the failure of concrete dams rock foundations and their stability analysis = Etudes du méchanisme de rupture des fondations rocheuses des barrages en béton et calculs de leur stabilité = Bruchmechanismusuntersuchung von Felsuntergrund der Betonstaumauern und Berechnung deren Standsicherheit / Y. A. Fishman. - Preferred orientation of underground caverns in complicated tectonic zone = Orientation optimale des cavernes souterraines dans une région à tectonique complexe = Bevorzugte Orientierung von Kavernenbauten in einem Gebiet mit komplizierter Tektonik / A. Flexer, I. Larsson, M. Braun, B. Russell, L. C. Greenwood. - Investigations of seepage flow in block media as applied to designing structures on rock = Etudes de l'écoulement de filtration dans un massif fracturé, appliquées au projet d'ouvrages dans le rocher = Untersuchung der Sickerströmung im Felskörper mit Blockgefüge in Anwendung an die Projektierung der Bauwerke im Felsgestein / E. G. Gaziev, T. N. Borovykh, V. I. Rechitski. - Measurement of rock deformation in the abutments of an arch dam = Mesure des déformations d'un massif rocheux formant l'appui d'un barage voûte = Messung der Gebirgsverformungen in den Auflagern einer Bogenmauer / S. Giudici. - Die Fundierung einer exponierten Bogenbrücke = The foundations of an arch bridge in particularly difficult conditions = Les fondations d'un pont arc dans des conditions particulièrement difficiles / J. Golser, H. Brandecker, K. Mussger. - Construction behaviour of a shallow tunnel in highly stressed sedimentary rock = Comportement d'un massif
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  • 69
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    Series available for loan
    Hanover, NH : U. S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-85/21
    In: CRREL Report, 85-21
    Description / Table of Contents: The development of lightweight coring augers for ice is reviewed. Emphasis is on equipment designed by the Cold Regions Research and Engineering Laboratory and its predecessor organizations for sampling to depths less than 20 m or so. Design and operation of the ACFEL/SIPRE/CRREL 3-in. -ID corer is discussed, and modifications of the basic design for powered operation and for drilling in frozen soil are outlined. Recent replacements for the traditional coring auger are described, and details are given for the construction and operation of the new 4 1/4-in-ID coring equipment. A powered 12-in.-ID drill for shallow-depth coring is also described.
    Type of Medium: Series available for loan
    Pages: iii, 27 Seiten , Illustrationen
    Series Statement: CRREL Report 85-21
    Language: English
    Note: CONTENTS Abstract Preface Introduction The 3-inch ice corer The Rand auger Parallel development of comparable drills The Big John 12-inch corer Power drives A simple Russian ice-corer Conclusions Literature cited
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  • 70
    Call number: MOP 45476 / Mitte
    Type of Medium: Monograph available for loan
    Pages: [400] Seiten , Illustrationen , 28 cm
    Language: English
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  • 71
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/18
    In: CRREL Report, 79-18
    Description / Table of Contents: Temperatures of the subgrade and of sulfur foam insulation test sections in an expedient road were monitored with thermocouples to document freezing and thawing conditions. Vehicular trafficking was conducted on a limited basis to determine the load supporting capabilities of the foam. The sulfur foam, placed directly under a prefabri­cated surface mat, was found to be unsuitable for use as an expedient thermal insulation and traffic load supporting material primarily because of its low tensile strength and high brittleness. The insulating value of sulfur foam pro­duced by the batch process in the field was about one-half that of extruded polystyrene, meaning double the thick­ness for equal protection against thaw.
    Type of Medium: Series available for loan
    Pages: v, 21 Seiten
    Series Statement: CRREL Report 79-18
    Language: English
    Note: CONTENTS Preface Conversion factors: U.S. customary to metric units of measurement Introduction Site preparation Sulfur foam application Sulfur foaming equipment Environmental aspects Traffic testing and test pad observations Field sampling and temperature readings during pouring Lab tests for physical properties Sulfur foam odor analysis Insulation costs Lab experiments with sulfur foam Conclusions Literature cited
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  • 72
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/17
    In: CRREL Report, 79-17
    Description / Table of Contents: Six test roofs of two different slopes — 16.3° and 39.8°, and three different roof coverings — asphalt shingles, cedar shingles, and corrugated aluminum sheeting, were constructed at USACRREL, Hanover, New Hampshire, and were instrumented with thermocouples, heat flow meters, and calibrated gutters. Measurements were recorded for the winters of 1971-72 and 1972-73. The degree of icing and the chronological changes in the snow cover were recorded on 35-mm Kodachrome slides. It was found that eave icing is a sensitive function of the slope, roof covering composi­tion, and solar radiation. The effects of wind were not investigated; the data were screened to remove all informa­tion corresponding to windspeeds over 8 km/h. In order of increasing tendency to form ice dams on the eaves, the roofs were high-slope asphalt, high-slope cedar, high-slope aluminum, low-slope asphalt, low-slope cedar, and low- slope aluminum.
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    Pages: vi, 40 Seiten , Illustrationen
    Series Statement: CRREL Report 79-17
    Language: English
    Note: CONTENTS Abstract Preface Summary Introduction Experimental procedure Description of roofs Meteorological data Procedure Analysis General Temperature profiles Temperature rankings Heat flow Snow depths and meltwater volumes Degree of icing Results and conclusions General Temperature profiles of the roofs Comparative temperatures of roofs by section — rankings Heat flow and accumulation Snow depth, coverage, and meltwater Degree of icing Discussion of the icing problem Literature cited
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  • 73
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    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/21
    In: CRREL Report, 79-21
    Description / Table of Contents: The report studies the question of whether Great Lakes freighters could move effectively through ice-clogged channels with the aid of tows provided by warping or kedging systems. Ten operational concepts are outlined, and their advantages and disadvantages are noted. The crushing resistance of floating brash ice is then analyzed. The neutral, active and passive states of stress for laterally confined brash ice are considered, and the resistance to horizontal thrusting by a smooth vertical wall is calculated for cohesionless brash ice, and for ice in which there is finite cohesion between the ice fragments. The thickening of the ice cover in the vicinity of a "pusher", and the formation of pressure ridges, are analyzed in order to estimate the amount of pile-up that can occur against a ship hull. The analysis then moves on to consideration of ship resistance by brash ice, taking into account crushing resistance at the bow, tangential friction at the bow, and hull friction aft of the bow section. Comparisons are made between thrust from the ship’s screws and the calculated ice resistance. The next section of the report estimates the force requirements for a warping or kedging system in terms of thrust augmentation for existing vessels. Tow cable requirements are given, and estimates are made for cable anchors and for anchorage of underwater structures. The force and power requirements for winches and windlasses are given, the practical problems involved in the pickup or transfer of cables are mentioned, and the report concludes with a brief appraisal. The conclusion is that a simple warping tug system is appropriate for a full scale experiment, a chain ferry with auxiliary barge seems attractive for an operational system, and a chain ferry plow may be an efficient way to clear ice from channels.
    Type of Medium: Series available for loan
    Pages: iv, 21 Seiten , Illustrationen
    Series Statement: CRREL Report 79-21
    Language: English
    Note: CONTENTS Abstract Preface Introduction Operational concepts A. Warping tug system B. Chain ferry system C. Chain ferry with auxiliary barge D. Ski tow system E. Dual winch warping system F. Simple kedging G. Trailing-line system H. Above-surface dual winch system I. Pulley systems J. Chain ferry plow Crushing resistance of fragmented ice covers Resistance to ship passage by broken ice Crushing resistance at the bow Tangential friction at the bow Hull friction aft of the bow section Total ship resistance from brash ice Comparison of ship thrust and ice resistance Force requirements for a warping or kedging system Tow cable requirements Anchors and anchorages Force and power requirements for winches and windlasses Pickup or transfer of cable General appraisal Literature cited
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  • 74
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    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/20
    In: CRREL Report, 79-20
    Description / Table of Contents: A volumetric constitutive equation was developed to characterize the behavior of snow subjected to large compressive volumetric deformations. By treating the material as a suspension of air voids in a matrix material of polycrystalline ice, a rate-dependent volumetric constitutive law was formulated and found to accurately predict material response to pressure loads for a wide range of load rates. Comparison of the theory with shock wave data was not considered in this paper, although the constitutive law appears to be valid for such load situations. One application to oversnow mobility of tracked vehicles was made. In this case, power requirements due to snow compaction were calculated parametrically in terms of vehicle speed, track loading, and snow density.
    Type of Medium: Series available for loan
    Pages: v, 13 Seiten , Illustrationen
    Series Statement: CRREL Report 79-20
    Language: English
    Note: CONTENTS Abstract Preface Nomenclature Introduction Material representation of ice Development of the volumetric constitutive law for snow Fully elastic phase Elastic-plastic phase Fully plastic phase Simplified equation Comparison with experimental data Application to vehicle mobility problems Conclusions Literature cited
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  • 75
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    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/19
    In: CRREL Report, 79-19
    Description / Table of Contents: The critical velocities of loads moving over floating ice plates have been determined by several authors. In all these analyses it was assumed that the in-plane force field in the ice cover is zero. However, due to constrained thermal strains, in-plane forces do occur in the field. The purpose of the present paper is to determine their effect upon the critical velocities of the moving loads. It is shown that a uniform compression force field reduces the critical velocity, whereas a tension force field has the opposite effect.
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    Pages: ii, 12 Seiten , Illustrationen
    Series Statement: CRREL Report 79-19
    Language: English
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  • 76
    Call number: MOP 44965 / Mitte
    Type of Medium: Monograph available for loan
    Pages: Illustrationen , x, 221 Seiten
    Series Statement: Severe Storms Research No. 45
    Language: English
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  • 77
    Call number: MOP 45060 / Mitte
    In: Research report
    Type of Medium: Monograph available for loan
    Pages: VII, 42 S.
    Series Statement: Research report / Institute of Applied Systems Analysis 1979, 11
    Language: English
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  • 78
    Monograph available for loan
    Monograph available for loan
    Melbourne : Commonwealth Scientific and Industrial Research Organization
    Call number: MOP Per 301/B
    Type of Medium: Monograph available for loan
    Pages: 21 S. , Ill.
    ISBN: 0643003428
    Series Statement: Division of Entomology technical paper 16
    Language: English
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  • 79
    Monograph available for loan
    Monograph available for loan
    Basel [u.a.] : Birkhäuser
    Associated volumes
    Call number: G 8119 ; 12665
    In: Wissenschaft und Kultur
    Type of Medium: Monograph available for loan
    Pages: 428 S. : Ill., graph. Darst.
    Edition: 2., rev. ed.
    ISBN: 3764309563
    Series Statement: Wissenschaft und Kultur 27
    Uniform Title: Introduktion till seismologin
    Language: English
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  • 80
    Monograph available for loan
    Monograph available for loan
    Associated volumes
    Call number: 12003
    In: Developments in solid earth geophysics
    Type of Medium: Monograph available for loan
    Pages: XI, 493 S.
    ISBN: 0444417982
    Series Statement: Developments in solid earth geophysics 11
    Language: English
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  • 81
    Monograph available for loan
    Monograph available for loan
    Cambridge : Cambridge Univ. Press
    Call number: M 15.89480
    Type of Medium: Monograph available for loan
    Pages: xi, 160 S. , Ill., graph. Darst.
    ISBN: 0521367603
    Classification:
    E.7.
    Language: English
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  • 82
    Call number: SR 90.0002(751-E)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, E-18 S.
    Series Statement: U.S. Geological Survey professional paper 751-E
    Language: English
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  • 83
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(574-H)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, H-31 S.
    Series Statement: U.S. Geological Survey professional paper 574-H
    Language: English
    Location: Lower compact magazine
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  • 84
    Call number: SR 90.0002(1010-R-W)
    In: Paleotectonic investigations of the Mississippian System in the United States
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: S. 371-559
    Series Statement: 1010-R-W
    Language: English
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  • 85
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
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    Call number: SR 90.0002(1044-E)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, E-36 S.
    Series Statement: U.S. Geological Survey professional paper 1044-E
    Language: English
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  • 86
    Call number: SR 90.0002(1035-C)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, C-25 S.
    Series Statement: U.S. Geological Survey professional paper 1035-C
    Language: English
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  • 87
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1056)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: VI, 55 S + 4 pl.
    Series Statement: U.S. Geological Survey professional paper 1056
    Language: English
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  • 88
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1067-B)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, B-16 S.
    Series Statement: U.S. Geological Survey professional paper 1067-B
    Language: English
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  • 89
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1073)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, 146 S.
    Series Statement: U.S. Geological Survey professional paper 1073
    Language: English
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  • 90
    Series available for loan
    Series available for loan
    Ottawa : Geological Survey of Canada
    Associated volumes
    Call number: SR 90.0007(278)
    In: Bulletin
    Type of Medium: Series available for loan
    Pages: 51 S. + 2 pl., 6 microfiche
    ISBN: 0660008203
    Series Statement: Bulletin / Geological Survey of Canada 278
    Language: English
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  • 91
    Call number: SR 90.0002(1111)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: V, 14 S.
    Series Statement: U.S. Geological Survey professional paper 1111
    Language: English
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  • 92
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1149)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, 22 S.
    Series Statement: U.S. Geological Survey professional paper 1149
    Language: English
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  • 93
    Call number: SR 90.0002(1121-B)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, B-5 S.
    Series Statement: U.S. Geological Survey professional paper 1121-B
    Language: English
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  • 94
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1078)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IX, 345 S.
    Series Statement: U.S. Geological Survey professional paper 1078
    Language: English
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  • 95
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1044-C)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, C-33 S. + 1 pl.
    Series Statement: U.S. Geological Survey professional paper 1044-C
    Language: English
    Location: Lower compact magazine
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  • 96
    Call number: SR 90.0002(1035-B)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, B-43 S.
    Series Statement: U.S. Geological Survey professional paper 1035-B
    Language: English
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  • 97
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1065-B)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, B-45 S. + 3 pl.
    Series Statement: U.S. Geological Survey professional paper 1065-B
    Language: English
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  • 98
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1065-C)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, C-35 S. + 3 pl.
    Series Statement: U.S. Geological Survey professional paper 1065-C
    Language: English
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  • 99
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1069)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, 24 S.
    Series Statement: U.S. Geological Survey professional paper 1069
    Language: English
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  • 100
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1072)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, 42 S.
    Series Statement: U.S. Geological Survey professional paper 1072
    Language: English
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