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  • English  (4,070)
  • Italian  (2)
  • 1980-1984  (2,155)
  • 1975-1979  (1,921)
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  • 1
    Monograph available for loan
    Monograph available for loan
    Leipzig : Dt. Verl. für Grundstoffindustrie
    Call number: G 5891 2. Ex. ; G 5890 ; M 93.0194
    Type of Medium: Monograph available for loan
    Pages: 458 S. : graph. Darst. + 2 Kt.
    Edition: 1. Aufl.
    Language: English
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  • 2
    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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  • 3
    facet.materialart.
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    Ann Arbor
    Call number: 93.0201
    Pages: VI, 265 S.
    Language: English
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  • 4
    Monograph available for loan
    Monograph available for loan
    Berlin [u.a.] : Springer
    Associated volumes
    Call number: G 7148(2. Ex.) ; 10/G 7724 ; M 93.0092/12 ; G 7148(1. Ex.)
    In: Minerals and rocks
    Type of Medium: Monograph available for loan
    Pages: IX, 229 S. : graph. Darst.
    Series Statement: Minerals and rocks 12
    Language: English
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  • 5
    Monograph available for loan
    Monograph available for loan
    Budapest : Akad. Kiadó
    Call number: G 7371 ; 11528 ; M 93.0161
    Type of Medium: Monograph available for loan
    Pages: 272 S. : graph. Darst.
    ISBN: 9630514427
    Language: English
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  • 6
    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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  • 7
    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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  • 8
    Monograph available for loan
    Monograph available for loan
    Chelsea
    Associated volumes
    Call number: M 93.0074/1
    In: Reviews in economic geology
    Type of Medium: Monograph available for loan
    Pages: XIII, 267 S.
    Series Statement: Reviews in economic geology 1
    Language: English
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  • 9
    Call number: M 93.0012
    In: Bulletin
    Type of Medium: Monograph available for loan
    Pages: 584 S.
    Edition: Repr.
    ISBN: 0660015099
    Series Statement: Bulletin / Geological Survey of Canada 280
    Language: English
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  • 10
    Call number: 9/MR 90.1102 ; MR 90.1103 ; M 93.0055/1
    In: Developments in precambrian geology
    Type of Medium: Monograph available for loan
    Pages: VIII, 406 S. : graph. Darst.
    Series Statement: Developments in precambrian geology 1
    Language: English
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  • 11
    Monograph available for loan
    Monograph available for loan
    London [u.a.] : Allen & Unwin
    Call number: M 93.0118
    Type of Medium: Monograph available for loan
    Pages: 241 S.
    ISBN: 0045510555
    Language: English
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  • 12
    Call number: MOP 40426 / Mitte
    In: Israel meteorological research papers
    Type of Medium: Monograph available for loan
    Pages: ii, 175 Seiten , Illustrationen
    Series Statement: Israel meteorological research papers 1
    Language: English
    Location: MOP - must be ordered
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  • 13
    Monograph available for loan
    Monograph available for loan
    Tulsa, Oklah. : American Association of Petroleum Geologists
    Associated volumes
    Call number: 9/M 93.0209
    In: AAPG studies in geology
    Type of Medium: Monograph available for loan
    Pages: VII, 196 S. : graph. Darst.
    ISBN: 0891810099
    Series Statement: AAPG Studies in geology 5
    Language: English
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  • 14
    Monograph available for loan
    Monograph available for loan
    Berlin [u.a.] : Springer
    Call number: M 93.0223
    Type of Medium: Monograph available for loan
    Pages: XVI, 439 S. : zahlr. Ill.
    Edition: corr. repr. of the 1. ed.
    ISBN: 3540073779
    Language: English
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  • 15
    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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  • 16
    Call number: M 93.0148
    Type of Medium: Monograph available for loan
    Pages: 590 S.
    Language: English
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  • 17
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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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  • 18
    Call number: 93.0052
    Type of Medium: Monograph available for loan
    Pages: V, 603 S.
    Language: English
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  • 19
    Series available for loan
    Series available for loan
    Geneva : WMO
    Associated volumes
    Call number: MOP Per 800(394)
    In: WMO
    In: Technical note
    Type of Medium: Series available for loan
    Pages: 160 S.
    Series Statement: WMO / World Meteorological Organization 394
    Language: English
    Location: MOP - must be ordered
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  • 20
    Monograph available for loan
    Monograph available for loan
    Cambridge [u.a.] : Cambridge Univ. Press
    Call number: MOP 47246
    Type of Medium: Monograph available for loan
    Pages: 343 S. : Ill., graph. Darst.
    ISBN: 0521242819
    Series Statement: Cambridge planetary science series [5]
    Language: English
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  • 21
    Monograph available for loan
    Monograph available for loan
    Malabar : Krieger
    Call number: M 97.0089
    Type of Medium: Monograph available for loan
    Pages: 592 S.
    ISBN: 088275663X
    Classification:
    C.3.6.
    Language: English
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  • 22
    Monograph available for loan
    Monograph available for loan
    New York [u.a.] : Wiley
    Call number: M 93.0014
    Type of Medium: Monograph available for loan
    Pages: VI, 344 S. : graph. Darst.
    Edition: 4th ed.
    ISBN: 0471575224
    Series Statement: Smith and Wyllie intermediate geology series
    Language: English
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  • 23
    Monograph available for loan
    Monograph available for loan
    New York [u.a.] : Springer
    Call number: G 9051 ; M 93.0019
    Type of Medium: Monograph available for loan
    Pages: XI, 305 S. : graph. Darst.
    ISBN: 0387907831
    Language: English
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  • 24
    Monograph available for loan
    Monograph available for loan
    Amsterdam [u.a.] : Elsevier
    Associated volumes
    Call number: 9/M 90.1105 ; M 93.0055/5
    In: Developments in precambrian geology
    Type of Medium: Monograph available for loan
    Pages: XII, 310 S.
    ISBN: 0444419349
    Series Statement: Developments in precambrian geology 5
    Uniform Title: Fiziko-khimicheskie usloviia obrazovaniia dokembriiskikh zhelezistykh kvartsitov
    Language: English
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  • 25
    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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  • 26
    Call number: M 93.0166
    Type of Medium: Monograph available for loan
    Pages: 399 S. : Ill., graph. Darst. + 9 Beil.
    ISBN: 2715900260
    Language: English
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  • 27
    Call number: M 93.0205
    Type of Medium: Monograph available for loan
    Pages: 468 S.
    Edition: 2. ed.
    ISBN: 0912890037
    Language: English
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  • 28
    Monograph available for loan
    Monograph available for loan
    Sussex : Artemis Pr.
    Call number: M 93.0254
    Type of Medium: Monograph available for loan
    Pages: 383 S.
    Edition: 2nd ed., repr.
    ISBN: 0851413080
    Language: English
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  • 29
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    Oxford [u.a.]: University Press
    Call number: 93.0023
    Pages: XIII, 303 S.
    Language: English
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  • 30
    Call number: M 93.0242
    In: (DE-B103)41191, Special publications / the Geological Society, London
    Description / Table of Contents: Subsurface aspects of the ore-forming process can be described in terms of standard chemical transport parameters such as T-P gradients, mineral solubilities, solvent chemistry and volume, diffusion parameters and energy flow. These necessary factors are rather easily assessed by geochemical, isotopic and structural studies. If deposition is in the surface environment, a complex array of factors will determine the success of the natural concentration process and the chances of preservation of a deposit. Basically, most large-scale ore-forming processes involve large fluid volumes and energy sources. Many environments where these requirements are met, the modern ocean ridge and the subduction environment, are still not well understood. The need for remote-sensing techniques in the submarine environment is stressed.
    Type of Medium: Monograph available for loan
    Pages: VI, 188 Seiten , Illustrationen
    ISBN: 0900488336
    Series Statement: Special publications / the Geological Society, London 7
    Language: English
    Note: Articles Introductory remarks on the transport problem W. S. Fyfe https://doi.org/10.1144/GSL.SP.1977.007.01.01 Model of hydrothermal ore genesis J. W. Elder https://doi.org/10.1144/GSL.SP.1977.007.01.02 Identification of ore-deposition environment from trace-element geochemistry of associated igneous host rocks J. A. Pearce and G. H. Gale https://doi.org/10.1144/GSL.SP.1977.007.01.03 Identification of the origin of oreforming solutions by the use of stable isotopes S. M. F. Sheppard https://doi.org/10.1144/GSL.SP.1977.007.01.04 Hydrogen and oxygen isotope evidence for sea-water-hydrothermal alteration and ore deposition, Troodos complex, Cyprus T. H. E. Heaton and S. M. F. Sheppard https://doi.org/10.1144/GSL.SP.1977.007.01.05 Hydrodynamic model for the origin of the ophiolitic cupriferous pyrite ore deposits of Cyprus E. T. C. Spooner https://doi.org/10.1144/GSL.SP.1977.007.01.06 Origin and emplacement of ophiolites I. G. Gass https://doi.org/10.1144/GSL.SP.1977.007.01.07 Hydrothermal alteration of the basaltic lavas of the Troodos Ophiolite Complex associated with the formation of the massive sulphide deposits G. Constantinou https://doi.org/10.1144/GSL.SP.1977.007.01.08 Rare-earth element evidence for the genesis of the metalliferous sediments of Troodos, Cyprus A. H. F. Robertson and A. J. Fleet https://doi.org/10.1144/GSL.SP.1977.007.01.09 Modern submarine hydrothermal mineralization: examples from Santorini and the Red Sea D. S. Cronan, P. A. Smith, and R. D. Bignell https://doi.org/10.1144/GSL.SP.1977.007.01.10 Mineralization at destructive plate boundaries: a brief review M. S. Garson and A. H. G. Mitchell https://doi.org/10.1144/GSL.SP.1977.007.01.11 Porphyry copper deposits J. P. Hunt https://doi.org/10.1144/GSL.SP.1977.007.01.12 Metallic mineralization affiliated to subaerial volcanism: a review R. H. Sillitoe https://doi.org/10.1144/GSL.SP.1977.007.01.13 Igneous geology and the evolution of hydrothermal systems in some sub-volcanic tin deposits of Bolivia J. N. Grant, C. Halls, W. Avila, and G. Avila https://doi.org/10.1144/GSL.SP.1977.007.01.14 Occurrence, origin and significance of mechanically transported sulphide ores at Buchans, Newfoundland J. G. Thurlow https://doi.org/10.1144/GSL.SP.1977.007.01.15 Geological setting of the Skorovas orebody within the allochthonous volcanic stratigraphy of the Gjersvik Nappe, central Norway C. Halls, A. Reinsbakken, I. Ferriday, A. Haugen, and A. Rankin https://doi.org/10.1144/GSL.SP.1977.007.01.16 The Planes-San Antonio pyritic deposit of Rio Tinto, Spain: its nature, environment and genesis D. Williams, R. L. Stanton, and F. Rambaud https://doi.org/10.1144/GSL.SP.1977.007.01.17 Kuroko deposits: their geology, geochemistry and origin Takeo Sato https://doi.org/10.1144/GSL.SP.1977.007.01.18 Stable isotope studies on Bougainville and in Matupi Harbour, New Britain, Papua New Guinea J. H. Ford, D. C. Green, J. R. Hulston, I. H. Crick, and S. M. F. Sheppard https://doi.org/10.1144/GSL.SP.1977.007.01.19 Volcanogenic mineralization at Avoca, Co. Wicklow, Ireland, and its regional implications J. W. Platt https://doi.org/10.1144/GSL.SP.1977.007.01.20 Discussion https://doi.org/10.1144/GSL.SP.1977.007.01.21
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  • 31
    Monograph available for loan
    Monograph available for loan
    Amsterdam [u.a.] : Elsevier
    Associated volumes
    Call number: 11/MR 90.0990 ; M 93.0094/3
    In: Handbook of strata-bound and stratiform ore deposits ; part I
    Type of Medium: Monograph available for loan
    Pages: XI, 353 S.
    ISBN: 0444414037
    Language: English
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  • 32
    Monograph available for loan
    Monograph available for loan
    Amsterdam [u.a.] : Elsevier
    Associated volumes
    Call number: 11/MR 90.0991 ; M 93.0094/4
    In: Handbook of strata-bound and stratiform ore deposits ; part I
    Type of Medium: Monograph available for loan
    Pages: X, 429 S.
    ISBN: 0444414045
    Language: English
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  • 33
    Monograph available for loan
    Monograph available for loan
    Amsterdam _[u.a.]_ : Elsevier
    Associated volumes
    Call number: 11/M 93.0094/6
    In: Handbook of strata-bound and stratiform ore deposits ; part II
    Type of Medium: Monograph available for loan
    Pages: XVI, 585 S.
    ISBN: 0444414061
    Language: English
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  • 34
    Monograph available for loan
    Monograph available for loan
    Amsterdam [u.a.] : Elsevier
    Associated volumes
    Call number: 11/M 93.0094/7
    In: Handbook of strata-bound and stratiform ore deposits ; part II
    Type of Medium: Monograph available for loan
    Pages: xii, 656 S.
    ISBN: 044441407X
    Language: English
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  • 35
    Monograph available for loan
    Monograph available for loan
    Amsterdam [u.a.] : Elsevier
    Associated volumes
    Call number: 11/M 93.0094/5
    In: Handbook of strata-bound and stratiform ore deposits ; part II
    Type of Medium: Monograph available for loan
    Pages: XI, 319 S.
    ISBN: 0444414053
    Language: English
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  • 36
    Monograph available for loan
    Monograph available for loan
    Amsterdam [u.a.] : Elsevier
    Associated volumes
    Call number: 11/MR 90.0988 ; M 93.0094/1
    In: Handbook of strata-bound and stratiform ore deposits ; part I
    Type of Medium: Monograph available for loan
    Pages: X, 338 S.
    ISBN: 0444414010
    Language: English
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  • 37
    Monograph available for loan
    Monograph available for loan
    Amsterdam [u.a.] : Elsevier
    Associated volumes
    Call number: 11/MR 90.0989 ; M 93.0094/2
    In: Handbook of strata-bound and stratiform ore deposits ; part I
    Type of Medium: Monograph available for loan
    Pages: XI, 363 S.
    ISBN: 0444414029
    Language: English
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  • 38
    Call number: M 93.0031
    Type of Medium: Monograph available for loan
    Pages: VIII, 210 S.
    Language: English
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  • 39
    Call number: PIK N 456-99-0151 ; MOP 44361/3 / Mitte
    In: Proceedings of the joint symposium on atmospheric ozone, Volume 3
    Type of Medium: Monograph available for loan
    Pages: 386 Seiten
    Series Statement: Proceedings of the joint symposium on atmospheric ozone 3
    Language: English
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  • 40
    Call number: M 93.0225
    In: Mineralogical Association of Canada: Short course handbook
    Type of Medium: Monograph available for loan
    Pages: XIV, 231 S. : graph. Darst.
    Edition: 3. print.
    Series Statement: Mineralogical Association of Canada: Short course handbook 2
    Language: English
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  • 41
    Call number: PIK N 456-99-0150 ; MOP 44361/2 / Mitte
    In: Proceedings of the joint symposium on atmospheric ozone, Volume 2
    Type of Medium: Monograph available for loan
    Pages: 386 Seiten
    Series Statement: Proceedings of the joint symposium on atmospheric ozone 2
    Language: English
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  • 42
    Call number: PIK N 456-99-0149 ; MOP 44361/1 / Mitte
    In: Proceedings of the joint symposium on atmospheric ozone, Volume 1
    Type of Medium: Monograph available for loan
    Pages: 386 Seiten , Illustrationen
    Series Statement: Proceedings of the joint symposium on atmospheric ozone 1
    Language: English
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  • 43
    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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  • 44
    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
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  • 45
    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
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  • 46
    Call number: G 8465 ; M 93.0237 ; M 93.0237
    In: Special publication ... of the Society for Geology Applied to Mineral Deposits
    Type of Medium: Monograph available for loan
    Pages: XIV, 402 S. : Ill., graph. Darst.
    ISBN: 3540122311
    Series Statement: Special publication of the Society for Geology Applied to Mineral Deposits 3
    Language: English
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  • 47
    Monograph available for loan
    Monograph available for loan
    Associated volumes
    Call number: M 05.0294/2
    In: Ore deposits of the USSR
    Type of Medium: Monograph available for loan
    Pages: 424 S. : graph. Darst.
    ISBN: 0273010379
    Language: English
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  • 48
    Call number: S 05.0339(29)
    In: Initial reports of the deep sea drilling project
    Type of Medium: Series available for loan
    Pages: xxi, 1197 S. : zahlr. graph. Darst.
    Language: English
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  • 49
    Call number: S 05.0339(36)
    In: Initial reports of the deep sea drilling project
    Type of Medium: Series available for loan
    Pages: xxii, 1079 S. : zahlr. graph. Darst. + 3 Kt.
    Language: English
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  • 50
    Call number: S 05.0339(39)
    In: Initial reports of the deep sea drilling project
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    Call number: S 05.0339(40)
    In: Initial reports of the deep sea drilling project
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    Call number: S 05.0339(32)
    In: Initial reports of the deep sea drilling project
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    Call number: S 05.0339(33)
    In: Initial reports of the deep sea drilling project
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    Call number: S 05.0339(42,1)
    In: Initial reports of the deep sea drilling project
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    Call number: S 05.0339(45)
    In: Initial reports of the deep sea drilling project
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  • 56
    Monograph available for loan
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    Cambridge [u.a.] : Univ. Pr.
    Call number: MOP 46167 / Mitte
    Type of Medium: Monograph available for loan
    Pages: v, 233 S. : Ill., graph. Darst.
    ISBN: 0521251389
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  • 57
    Call number: M 96.0537/5 ; 15/13860/5
    In: Proceedings
    Type of Medium: Monograph available for loan
    Pages: xiii, 1247 S.
    ISBN: 0132464063
    Classification:
    B.5.
    Language: English
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  • 58
    Monograph available for loan
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    Cambridge : Cambridge University Press
    Call number: M 15.89100
    Description / Table of Contents: This 1980 monograph develops from first principles the description of finite deformations of solids under stress and the forces acting, and also the expression of internal forces in terms of stress tensors. The important feature of the book is that elastic properties are discussed and developed consistently from classical thermodynamics. In other books, this point of view is acknowledged only by assuming the existence of an elastic energy function, thus restricting their range mainly to the problem of the spatial distribution of stresses and strains. Topics discussed as applications of the theory include thermal expansion, specific heats, stiffness and complicances, the effects of symmetry on thermodynamic properties, diffusion in a stressed solid, equilibrium in contact with a solution of the solid, phase stability, solid state phase transitions and twinning.
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    Pages: xvii, 338 S. , graph. Darst.
    ISBN: 0-521-21237-5
    Series Statement: Cambridge monographs on physics
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  • 59
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    Boulder, Colo. : National Geophysical and Solar-Terrestrial Data Center
    Call number: M 15.89151
    Type of Medium: Monograph available for loan
    Pages: IV, 42 S. , Ill.
    Series Statement: Key to geophysical records documentation 3
    Language: English
    Note: In Maschinenschr. vervielf.
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    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.
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  • 61
    Call number: PIK N 453-26-90149
    Description / Table of Contents: Ohne Kurzreferat
    Type of Medium: Monograph available for loan
    Pages: XVIII, 253 Seiten , graph. Darst., Kt , 1 eingeheftete Beil., 19 Tafeln im Schuber
    Edition: 1st ed
    ISBN: 0080209254 (hbk) , 008020919X (pbk)
    Series Statement: Pergamon marine series 3
    Language: English
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  • 62
    Call number: M 15.89125
    Type of Medium: Monograph available for loan
    Pages: XXIV, 151 S. , graph. Darst.
    ISBN: 0387079718 , 3540079718
    Series Statement: Texts and monographs in physics
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  • 63
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    New York, N.Y. [u.a.] : Springer
    Call number: M 15.89123
    Description / Table of Contents: In the first edition of this book I tried to survey in brief compass the main ideas, methods, and discoveries of rational thermodynamics as it then stood, only five years after Messrs. COLEMAN & NOLL, while in Baltimore, had written the fundamental memoir that provided for the new science the one root theretofore wanting. A survey in the same style today would require an almost wholly new book, three or four times as long. As it was in 1968, again in 1983 a consecutive treatise restricted to the foundations would be premature, for at this moment they are under earnest discussion, probing analysis, and powerful attack by several students and from several directions. Because, although in the first edition I expressed some opinions I no longer hold and made some statements I should now recast or even re­ tract, it seems even yet to offer a simple introduction to some aspects of the field that remain current, I have chosen to reprint it unaltered except for emendation of slips and bettering of the English here and there.
    Type of Medium: Monograph available for loan
    Pages: XVI, 578 S , graph. Darst
    Edition: 2., ed. corr. and enl.
    ISBN: 0387908749 , 3540908749
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  • 64
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    [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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  • 65
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    Minneapolis : University of Minnesota Press
    Call number: PIK N 630-15-89173
    Description / Table of Contents: A field guide to the wild flowers of western Canada and the adjoining Great Plains states of the United States, including illustrations of nearly 400 species.
    Type of Medium: Monograph available for loan
    Pages: 336 S. , zahlr. Ill.
    Edition: 2nd, rev. ed., 2. print.
    ISBN: 0816613508 : , 0816613516 (pbk.) :
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  • 66
    Call number: M 17.90769
    Type of Medium: Monograph available for loan
    Pages: vii, 437 Seiten , Illustrationen, graphische Darstellungen, Karten
    Series Statement: Maurice Ewing series 3
    Language: English
    Note: [Teil 1]Ocean crust.. , [Teil 2]Continental margins and paleoenvironment..
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  • 67
    Call number: MOP A3 43994
    Type of Medium: Monograph available for loan
    Pages: XII, 61 S
    ISBN: 3444590008
    Series Statement: Meteoplan 1
    Language: German , English , French
    Note: Einleitung englisch, deutsch, französisch; Beschriftung der Graphiken deutsch
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  • 68
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    London [u.a.] : Longman
    Call number: PIK N 182-16-90350
    Type of Medium: Monograph available for loan
    Pages: XI, 686 S. , graph. Darst.
    ISBN: 0582444012
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  • 69
    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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  • 70
    Call number: AWI G6-18-91505
    Type of Medium: Dissertations
    Pages: 146 S. , Ill., graph. Darst.
    Language: English
    Note: Groningen, Univ., Diss., 1983 , CONTENTS: INTRODUCTION. - CHAPTER 1. ANALYTICAL AND PREPARATIVE TECHNIQUES. - 1.1. Introduction. - 1.2. Isotope mass spectrometry of H, O and C. - 1.2.1. 2H analysis of H2. - 1.2.2. 18O and 13C analysis of CO2. - 1.3. Preparation of H2 from H2O and organic compounds. - 1.3.1. Combustion and reduction system. - 1.3.1.1. Automated vacuum taps. - 1.3.1.2. Automated cold trap. - 1.3.1.3. Automated combustion. - 1.3.1,4, Membrane pump. - 1.3.2. Performance and results. - 1.3.2.1. H2O samples. - 1.3.2.1. Organic samples. - 1.4. Preparation of CO2 from H2O and organic compounds. - 1.4.1. Introduction. - 1.4.2. Review of the available methods for extracting oxygen. - 1.4.3. Sealed nickel tube pyrolysis. - 1.4.3.1. Principle. - 1.4.3.2. Realization. - 1.4.3.3. Technical details. - 1.4.3.4. Results and calibration. - 1.4.3.5. 18O analysis of some organic pounds 1.4.3.5. δ2H of hydrogen produced by the SNTP method. - 1.5. Preparation of carbon dioxide for 13C analysis. - 1.6. Separation of cellulose from wood and peat. - 1.6.1. Introduction. - 1.6.2. Separation of cellulose from wood. - 1.6.3. Separation of cellulose from peat. - 1.6.4 Nitration and drying of cellulose. - CHAPTER 2. 18O FRACTIONATION BETWEEN CO2 AND H2O. - 2.1. Introduction. - 2.2. 18O analysis of H2O. - 2.3. Equilibration with CO2. - 2.4. Mass spectrometric analyses. - 2.5. Results anddiscussion. - CHAPTER 3. FACTORS AFFECTING THE 2H/1H AND 18O/16O RATIO OF PLANT CELLULOSE. - 3.1. Survey of factors affecting the 2H/1H and 18O/16O ratio. - 3.2. Isotopic composition of precipitation. - 3.3. Leaf-water isotopic enrichment. - 3.3.1. Theoretical. - 3.3.2. Measurement of leaf-water enrichment. - 3.3.2.1. Trees. - 3.3.2.2. Bog plants. - 3.4. Biochemical fractionation. - CHAPTER 4. 2H, 18O AND 13C VARIATIONS IN TREE RINGS. - 4.1. Introduction. - 4.2. Methods and material. - 4.3. Results and discussion. - 4.3.1. Intra-ring variations. - 4.3.1.1. Late wood. - 4.3.1.2. Differences between early wood and late wood. - 4.3.2. Inter-ring variations. - CHAPTER 5. 2H, 18O AND 13C VARIATIONS IN PEAT. - 5.1. Introduction. - 5.2. δ2H, δ18O and δ13C values of bog plants. - 5.2.1. Material and method. - 5.2.2. δ18O and δ2H. - 5.2.3. δ13C 5.3. Engbertsdijksveen I. - 5.3. Introduction. - 5.3.2. Description of the local vegetational succession. - 5.3.3. Cellulose preparation. - 5.3.4. The δ2H and δ18O record. - 5.4. Engbertsdijksveen VII. - 5.4.1. Introduction. - 5.4.2. Description of the local vegetational succession. - 5.4.3. The δ2H and δ18O record. - 5.4.4. The δ13C record. - 5.5. Comparison between Engbertsdijksveen I and VII. - 5.6. Conclusions. - Appendix. - REFERENCES. - SUMMARY. - SAMENVATTING. - ACKNOWLEDGEMENTS.
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  • 71
    Monograph available for loan
    Monograph available for loan
    Catania : Instituto Internazionale di Vulcanologia
    Call number: M 18.90520
    Type of Medium: Monograph available for loan
    Pages: 205 Seiten , Illustrationen : , 2 Karten
    Language: English
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  • 72
    Monograph available for loan
    Monograph available for loan
    Boulder, Colo. : The Geological Society of America
    Associated volumes
    Call number: AWI G2-17-91266
    In: Memoir / The Geological Society of America, 145
    Type of Medium: Monograph available for loan
    Pages: X, 464 S , graph. Darst., Kt , 1 Kt.-Beil., 3 Mikrofiches
    ISBN: 0813711452
    Series Statement: Memoir / The Geological Society of America 145
    Language: English
    Note: Contents: Preface. - ATLANTIC. - New transfer function for estimating past sea-surface conditions from sea-bed distribution of planktonic foraminiferal assemblages in the North Atlantic / Nilva G. Kipp. - Glacial North Atlantic 18,000 years ago: a CLIMAP reconstruction / Andrew Mclntyre and Nilva G. Kipp with Allen W. H. Bé, Thomas Crowley, Thomas Kellogg, James V. Gardner, Warren Prell, and William F. Ruddiman. - Late Quaternary climatic changes: Evidence from deep-sea cores of Norwegian and Greenland Seas / Thomas B. Kellogg. - Northeast Atlantic paleoclimatic changes over the past 600,000 years / W. F. Ruddiman and A. Mclntyre. - O18 record of the Atlantic Ocean for the entire Pleistocene Epoch / Jan van Donk. - Late Quaternary climatic record in western equatorial Atlantic sediment / Allan W. H. Bé, John E. Damuth, Leroy Lott, and Rosemary Free. - Late Pleistocene faunal and temperature patterns of the Colombia Basin, Caribbean Sea / Warren L. Prell and James D. Hays. - Responses of sea-surface temperature and circulation to global climatic change during the past 200,000 years in the eastern equatorial Atlantic Ocean / James V. Gardner and James D. Hays. - Equatorial Atlantic and Caribbean foraminiferal assemblages, temperatures, and circulation: Interglacial and glacial comparisons / Warren L. Prell, James V. Gardner, Allan W. H. Bé, and James D. Hays. - Corresponding patterns of contemporary pollen and vegetation in central North America / T. Webb III and J. H. McAndrews. - ANTARCTIC. - Relationship of radiolarian assemblages to sediment types and physical oceanography in the Atlantic and western Indian Ocean sectors of the Antarctic Ocean / Jose A. Lozano and James D. Hays. - Reconstruction of the Atlantic and western Indian Ocean sectors of the 18,000 B.P. Antarctic Ocean / James D. Hays, Jose A. Lozano, Nicholas Shackleton, and Grace Irving. - PACIFIC. - Late Quaternary sediment of the Panama Basin: Sedimentation rates, periodicities, and controls of carbonate and opal accumulation / Nicklas G. Pisias. - Late Quaternary accumulation rates of opal, quartz, organic carbon, and calcium carbonate in the Cascadia Basin area, northeast Pacific / G. Ross Heath, Ted C. Moore, Jr., and J. Paul Dauphin. - Glacial advance in the Gulf of Alaska area implied by ice-rafted material / Roland von Huene, Jim Crouch, and Edwin Larson. - Modern Pacific coccolith assemblages: Derivation and application to late Pleistocene paleotemperature analysis / Kurt R. Geitzenauer, Michael B. Roche, and Andrew Mclntyre. - Oxygen-isotope and paleomagnetic stratigraphy of Pacific core V28-239 late Pliocene to latest Pleistocene / N. J. Shackleton and N. D. Opdyke.
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  • 73
    Monograph available for loan
    Monograph available for loan
    Palisades : Lamont-Doherty Geological Observatory, Columbia University
    Call number: AWI G2-19-92382
    Type of Medium: Monograph available for loan
    Pages: 690 Seiten , Illustrationen, Karten
    Language: English
    Note: Table of Contents CHAPTER 1 INTERNAL CYCLING AND THROUGHPUT : Pathways from River Mouth to Sea Floor Depth Profiles of Sea Salt Composition Constituent Classification The Chemical Composition of Marine Organic Matter Composition of Particulate Matter Caught in Sediment Traps A Simple Model for Biologically Utilized CDnstituents The Distributions of Biointermediate Constituents Estimation of Input Rates Horizontal Segregation of CDnstituents in the Deep Sea Summary CHAPTER 2 THE SEDIMENTARY SINK Factors Influencing the Distribution of Sedimentary Constituents Introduction Sediment Types Distribution of Opal Production Opal Solution on the Sea Floor Distribution of Calcite in Marine Sediments Degree of Calcite Saturation Variation in the Carbonate Ion Content of Sea Water Spacial Variations in the CaC0 3 Saturation of Sea Water Factors Controlling the Rate of Calcite Solution Thickness and Shape of the Sublysocline Transition Zone Variation of Sediment Type with Time Manganese Nodules Summary CHAPTER 3 THE ATMOSPHERIC IMPRINT : The Cycles of Gases within the Sea Introduction Solubilities of Gases in Sea Water The Rate of Gas Exchange Stagnant Film Thickness Derived from Natural Radiocarbon Stagnant Film Thicknesses Determined by the Radon Method Oxygen Concentrations in Surface Ocean Water Oxygen Deficiencies in the Deep Sea The Marine N2O Cycle Excess Helium The Carbon Dioxide Content of Surface Ocean Water Origin of the Equatorial Pacific CO2 Anomaly Summary CHAPTER 4 REACTIVE METALS AND THE GREAT PARTICULATE SWEEP : The Cycle of Metals in the Sea Introduction Products of Uranium and Thorium Decay Thorium Isotopes in the Sea Protactinium-231 to Thorium-230 Activity Ratios The Distribution of Lead-210 The Distribution of Polonium-210 The Distribution of Radium-226 Anthropogenic Plutonium in the Sea Toward a Model of Metal Transport Distributions of Stable Metals in the Sea Stable Isotope Ratios in Reactive Metals Transport of Iron and Manganese in the Sea Lessons from Controlled Ecosystem Studies Distribution Coefficients Summary CHAPTER 5 HOW FAST DOES THE MILL GRIND? : Rates of Vertical Mixing and Sediment Accumulation Introduction Rate of Vertical Mixing Implication to the Distribution of Radium-226 Distribution of Radiocarbon in the Ocean Rate of Continental Runoff Sediment Accumulation Rates Radiocarbon Dating Uranium Series Dating Beryllium Dating Potassium-Argon Dating Agreement Among Dating Methods Comparison of Model and Observed Rates of CaC0 3 Solution Summary CHAPTER 6 WHAT KEEPS THE SYSTEM IN WHACK? : Control Mechanisms Operating in the Sea Introduction Phosphate Controls Silicate Controls Carbon Controls Interactions between the Phosphate and Carbon Controls Nitrate Controls Dissolved Oxygen Controls Major Anion Controls Major Cation Controls Possible Causes for Perturbations Recorders of Paleoocean Chemistry The Marine Geochemistry of Carbon-13 The Uranium Content of Coral Factors Influencing Nutrient Gradients in the Deep Sea Summary CBAPTER 7 FREIGHT TRAINS AND FICKIAN CONFUSION : The Movement of Water Through the Deep Sea Introduction Types of Motion One Dimensional Advection - Diffusion Model Tracers for Diapycnal and Isopycnal Mixing Mixing Rates Based on Radon-222 and Radium-228 The Distribution of Helium-3 in the Deep Pacific Sources of Deep Water Northern Component Water Conservative Properties of NCW Initial Radiocarbon to Carbon Ratio in NCW Feed for NCW Production Southern Component Water Ventilation of the Deep Atlantic Ocean Ventilation of the Deep Pacific and Indian Oceans The Grand Cycle of Radiocarbon in the Deep Ocean Biological Short-Circuiting Temporal Variations in Radiocarbon Production Argon-39 Summary CHAPTER 8 THE ANTHROPOGENIC INVASION : The Movement of Water Through the Oceanic Thermocline Introduction Input Functions Hydrology of the Main Thermocline Tritium Distribution within the Thermocline Temporal Trends in Tritium Tritium as a Guide to Deep Water Formation Supplementary Information from Strontium-90 Bomb Carbon-14 Distribution within the Thermocline Explanations for Low Equatorial Bomb Carbon-14 Inventories Implications of Equatorial Upwelling to the Tritium Budget An Upwelling Rate Based on the Equatorial CO2 Anomaly Helium-3 Distribution in the Main Oceanic Thermocline Purposeful Tracers Summary CHAPTER 9 ICE SHEETS AND OCEAN PHOSPHATE : Glacial to Interglacial Changes in Ocean Chemistry Introduction Temperature and Salinity Changes Formation and Destruction of Organic Materials Changes in CaCO3 Storage Evidence for an Early Post-Glacial Lysocline Change Changes in Phosphate Concentration The Combined Evidence from Deep Sea Cores Cause of the Oceanic Phosphate Change An Alternate Scenario Wrap Up of the CO2 Record The Oxygen Record Glacial to Interglacial Changes in Ocean Mixing Rate Glacial to Interglacial Lysocline Changes Changes in the Distribution of Nutrients in the Deep Sea Summary CHAPTER 10 CAN MAN OVERRIDE THE CONTROLS? : The Buildup of Fossil Fuel CO2 in the Atmosphere and Oceans Introduction CO2 Production in the Past CO2 Production in the Future Capacity of the Sea for Fossil Fuel CO2 Uptake Utilizable Capacity - Simplified Calculation Utilizable Capacity - Rigorous Calculation Kinetics of Fossil Fuel CO2 Uptake by the Sea Numerical Model crosschecks on the Validity of the Numerical Model Prediction of Future CO2 Levels Solution of Sea Floor Calcite Summary REFERENCES, CONSTANTS, DEFINITIONS, ABBREVIATIONS AND INDEX Introduction to the References Subject Outline for the References Annotated Reference List Frequently Used Constants Definitions of Isotope Notations Abbreviations Index Foldout Caption
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  • 74
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-84/12
    In: CRREL Report, 84-12
    Description / Table of Contents: Icing on stationary structures such as oil rigs is becoming an increasingly serious problem as offshore drilling operations in the subpolar regions become more common. Little information exists on this subject. Extensive observations have been made of icing on the upper structures of moving ships, but the complexity of this problem makes analysis of the results very difficult. Even the generation of water drops in this case involves many factors, such as windspeed, wave direction relative to the bearing of the ship, and size and free-board of the ship. On stationary structures, however, the problem is much simpler, since the major factor in drop generation is whitecaps produced by wind, and no motion of the structure is involved. In the present study, a theoretical calculation was made by combining the data available on the generation of drops by wind with data on the proportion of ice frozen from the collected water. The rate of ice accumulation on stationary structures was calculated using published data. The results were compared with icing measured on board ships. Although the general trend of this calculation indicated parallelism with the onboard measurements, the measured ice accumulation rate on ships needed a 5 to 8 m/s higher windspeed to correspond with the calculated rate for stationary structures.
    Type of Medium: Series available for loan
    Pages: ii, 13 Seiten , Illustrationen
    Series Statement: CRREL Report 84-12
    Language: English
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  • 75
    Call number: ZSP-201-84/9
    In: CRREL Report, 84-9
    Description / Table of Contents: This report presents the results of the first phase of a test program designed to obtain a comprehensive understanding of the mechanical properties of multi-year sea ice from the Alaskan Beaufort Sea. In Phase I, 222 constant-strain-rate uni-axial compression tests were performed on ice samples from ten multi-year pressure ridges to examine the magnitude and variation of ice strength within and between pressure ridges. A limited number of constant-strain-rate compression and tension tests, constant-load compression tests, and conventional triaxial tests were also performed on ice samples from a multi-year floe to provide preliminary data for developing ice yield criteria and constitutive laws for multi-year sea ice. Data are presented on the strength, failure strain, and modulus of multi-year sea ice under different loading conditions. The statistical variation of ice strength within and between pressure ridges is examined, as well as the effects of ice temperature, porosity, structure, strain rate and confining pressure on the mechanical properties of multi-year sea ice.
    Type of Medium: Series available for loan
    Pages: v, 107 Seiten , Illustrationen
    Series Statement: CRREL Report 84-9
    Language: English
    Note: CONTENTS Abstract Preface Introduction Field Sampling Site selection and description Ice sampling procedures Shipping and storage of ice samples Testing Techniques Multi-year Pressure Ridge Tests Ice description Sampling scheme and test variables Uniaxial compressive strength Residual compressive strength Failure strains Initial tangent modulus Statistical Variations in Ice Strength Differences in strength above and below level ice Sources of the variation in strength Shape of the strength histograms Multi-year Floe Ice Tests Ice description Uniaxial compressive strength Constant-load compression tests Constant-strain-rate tension tests Triaxial tests Conclusions Literature Cited Appendix A: Structural profile of a multi-year pressure ridge core Appendix B: Ridge uniaxial compression test data Appendix C: Structural profile of the continuous multi-year floe core Appendix D: Multi-year floe test data
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  • 76
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-83/5
    In: CRREL Report, 83-5
    Description / Table of Contents: This report presents the results of dynamic ice-structure interaction model tests conducted at the CRREL Ice Engineering Facility. A flexible, single-pile, bottom-founded offshore structure was simulated by a test pile with about a one-to-ten scale ratio. Urea (instead of sodium chloride) was used as dopant to scale down the ice properties, resulting in good model ice properties. Six ice fields were frozen and 18 tests carried out. In all cases distinctive dynamic ice structure interaction vibrations appeared, from which abundant data were collected. In tests with linear ice velocity sweep, sawtooth-shaped ice force fluctuations occurred first. With increasing velocity the natural modes of the test pile were excited, and shifts from one mode to another occurred. The maximum ice force values appeared mostly with low loading rates, but high forces appeared random'y at high ice velocities. As a general trend, ice force maximums, averages and standard deviations decreased with increasing ice velocities. The aspect ratio effect of the ice force in continuous crushing follows the same dependence as in static loadings. The frequency of observed ice forces is strongly dominated by the natural modes of the structure. Dynamically unstable natural modes tend to make the developing ice force frequencies the same as the natural frequencies. Otherwise the resulting frequency depends directly on structural stiffness and ice velocity and inversely on the ice force range. During vibrations the displacement rates of the structure overcome the velocity of ice, making low loading rates and hence high ice forces possible. During crushing, ice induces both positive and negative damping.
    Type of Medium: Series available for loan
    Pages: iv, 53 Seiten , Illustrationen
    Series Statement: CRREL Report 83-5
    Language: English
    Note: CONTENTS Abstract Preface Introduction Test arrangements Ice properties Crushing patterns Maximum ice force vs velocity Dynamic aspect ratio effect and crushing strength Measured ice force frequencies Calculated ice force frequencies Accelerations, velocities and displacements Damping Ice-induced negative damping Limit cycles Buckling load Conclusions Literature cited
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  • 77
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-82/38
    In: CRREL Report, 82-38
    Description / Table of Contents: Extreme cold causes heavy buildup of frost, ice and condensation on many windows. It also increases the incentive for improving the airtightness of windows against heat loss. Our study shows that tightening specifications for Alaskan windows to permit only 30% of the air leakage allowed by current American airtightness standards is economically attractive. We also recommend triple glazing in much of Alaska to avoid window icing in homes and barracks. We base our conclusions on a two-year field study of Alaskan military bases that included recording humidity and temperature data, observing moisture accumulation on windows and measuring airtightness with a fan pressurization device.
    Type of Medium: Series available for loan
    Pages: v, 26 Seiten , Illustrationen
    Series Statement: CRREL Report 82-38
    Language: English
    Note: Contents Abstract Preface Nomenclature Introduction Previous work in cold weather window performance Investigation Data acquisition and analysis Modeling the window thermal regime Moisture and ice observations Airtightness testing and analysis Annual heat loss from air leakage Results and conclusions Moisture on windows Airtightness Airtightness economics Recommendations for windows in extreme cold Airtightness Multiple glazing Literature cited Appendix A: Moisture levels and airtightness Appendix B: Dewpoint data Appendix C: Sample observations of icing
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  • 78
    Monograph available for loan
    Monograph available for loan
    Hannover : Bundesanstalt für Geowissenschaften und Rohstoffe
    Call number: AWI G2-19-92031
    Type of Medium: Monograph available for loan
    Pages: 3 Seiten, 1 Karte , einfarbig
    Language: English
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  • 79
    Call number: AWI E3-19-92032
    Type of Medium: Monograph available for loan
    Pages: 7 Seiten , Illustrationen
    Language: English
    Note: Contents: 1. Introduction. - 2. Design of the existing base. - 3. Why a new concept. - 4. Considerations for a new base. - 5. Building alternatives for a floating ice shelf. - 6. Design criteria. - 7. Concept adopted. - 8. Technical data. - 9. Services. - 9.1. Electrical. - 9.2. Mechanical. - 9.3. Fire Protection. - 9.4. Toilets. - 10. Stores. - 11. External buildings. - 12. Conclusion.
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  • 80
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-83/17
    In: CRREL Report, 83-17
    Description / Table of Contents: A sea ice model was applied to the East Greenland Sea to examine a 60-day ice advance period beginning 1 October 1979. This investigation compares model results using driving geostrophic wind fields derived from three sources. Winds calculated from sea-level pressures obtained from the National Weather Service's operational analysis system resulted in strong velocities concentrated in a narrow band adjacent to the Greenland coast, with moderate velocities elsewhere. The model showed excessive ice transport and thickness build-ups in the coastal region. The extreme pressure gradient parallel to the coast resulted partially from a pressure reduction procedure that was applied to the terrain-following sigma coordinate system to obtain sea-level pressures. Additional sea-level pressure fields were obtained from an independent optimal interpolation analysis that merged FGGE buoys drifting in the Arctic basin with high latitude land stations and from manual digitization of the NWS hand-analyzed Northern Hemisphere Surface Charts. Modeling results using winds from both of these fields agreed favorably.
    Type of Medium: Series available for loan
    Pages: 19 Seiten , Illustrationen
    Series Statement: CRREL Report 83-17
    Language: English
    Note: CONTENTS Abstract Preface Introduction Description of study Model results The problem Conclusions Literature cited
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  • 81
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-83/11
    In: CRREL Report, 83-11
    Description / Table of Contents: Investigations of ground radar performance over thawed and seasonally frozen silts, and sands and gravels containing artificial and natural reflectors were carried out in Alaska. The radar emitted 5-10 ns pulses, the center frequency of which was approximately 150 MHz. The artificial reflectors were metal sheets and discs and the natural reflectors were the groundwater table and interfaces between frozen and thawed material. The water table was profiled at three sites where the subsurface material was coarse-grained alluvium. Dielectric constants of 16 to 18 were measured for the thawed silts, 6 to 7 for the frozen silts and 3 to 9 for the sands and gravels. Signal penetration in the thawed high moisture content silts may be achieved only by use of a lower frequency radar, whereas in the sands and gravels greater depths may be detected with more sophisticated signal processing.
    Type of Medium: Series available for loan
    Pages: 16 Seiten , Illustrationen
    Series Statement: CRREL Report 83-11
    Language: English
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  • 82
    Monograph available for loan
    Monograph available for loan
    Washington, D.C. : National Advisory Committee on Oceans and Atmosphere
    Call number: MOP 45479 / Mitte
    Type of Medium: Monograph available for loan
    Pages: II, 28 Seiten
    Language: English
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  • 83
    Monograph available for loan
    Monograph available for loan
    Silver Spring : Central Pacific Hurricane Center
    Call number: MOP 45480
    Type of Medium: Monograph available for loan
    Pages: V, 137 Seiten
    Language: English
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  • 84
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-83/26
    In: CRREL Report, 83-26
    Description / Table of Contents: Ice accreted on high-speed rotors operating in supercooled fog can be thrown off by centrifugal force, creating severe unbalance and dangerous projectiles. A simple force balance analysis indicates that the strength of accreted ice and its adhesive strength can be obtained by measuring the thickness of the accretion, the location of the separation, the rotor speed, and the density. Such an analysis was applied to field and laboratory observations of self-shedding events. The results agree reasonably well with other observations.
    Type of Medium: Series available for loan
    Pages: 13 Seiten , Illustrationen
    Series Statement: CRREL Report 83-26
    Language: English
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  • 85
    Call number: MOP 45542 / Mitte ; MOP 44959 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 278 Seiten , Illustrationen
    Language: Russian , English
    Note: In kyrillischer Schrift , Zusammenfassung und Inhaltsverzeichnis in englischer Sprache
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  • 86
    Call number: MOP 46084 / Mitte
    Description / Table of Contents: This document is a report of research, design, environmental, coordination, and public involvement activities of the Water and Power Resources Service SCPP (Sierra Cooperative Pilot Project). The SCPP ia an investigation of the technical feasibility and social acceptability of winter cloud seeding in the Sierra Nevada to supplement the region's future water supply. This report explains the results of the 1979-80 winter field season and reviews research undertaken by the SCPP in previous seasons.
    Type of Medium: Monograph available for loan
    Pages: vi, 72 Seiten , Illustrationen, Karten
    Language: English
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  • 87
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-83/30
    In: CRREL Report, 83-30
    Description / Table of Contents: Ice sheets are formed and retained in several ways in nature, and an understanding of these factors is needed before most structures can be successfully applied. Many ice sheet retention structures float and are somewhat flexible; others are fixed and rigid or semirigid. An example of the former is the Lake Erie ice boom and of the latter, the Montreal ice control structure. Ice sheet retention technology is changing. The use of timber cribs is gradually but not totally giving way to sheet steel pilings and concrete cells. New structures and applications are being tried but with caution. Ice-hydraulic analyses are helpful in predicting the effects of structures and channel modifications on ice cover formation and retention. Often, varying the flow rate in a particular system at the proper time will make the difference between whether a structure will or will not retain ice. The structure, however, invariably adds reliability to the sheet ice retention process.
    Type of Medium: Series available for loan
    Pages: iv, 39 Seiten , Illustrationen , 1 Beilage
    Series Statement: CRREL Report 83-30
    Language: English
    Note: Contents Abstract Preface Introduction Natural ice sheets Choosing an ice control structure Flexible structures Ice booms Frazil collector lines Fence booms Rigid or semirigid structures Pier-mounted booms Stone groins Artificial islands Removable gravity structures Timber cribs Weirs Pilings and dolphins Structures built for other purposes Hydroelectric dams Wicket dams Light piers and towers Bridge piers Breakwaters Ice control not using Structures Channel improvements Ice sheet tying Ice sheet bridges Conclusions Literature cited Appendix A: Ice control structure
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  • 88
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-83/29
    In: CRREL Report, 83-29
    Description / Table of Contents: A literature review indicated that the effects or permafrost on streambank erodibility and stability are not yet understood because systematic and quantitative measurements are seriously lacking. Consequently, general controversy exists as to whether perennially frozen ground inhibits lateral erosion and bankline recession, or whether it increases bank recession rates. Perennially frozen streambanks erode because of modification of the bank's thermal regime by exposure to air and water, and because of various erosional processes. Factors that determine rates and locations of erosion include physical, thermal and structural properties of bank sediments, stream hydraulics and climate. Thermal and physical modification of streambanks may also induce accelerated erosion within permafrost terrain removed from the immediate river environment. Bankline or bluffline recession rates are highly variable, ranging from less than 1 m/year to over 30 m/year and, exceptionally, to over 60 m/year. Long-term observations of the physical and thermal erosion processes and systematic ground surveys and measurements of bankline-bluffline recession rates are needed.
    Type of Medium: Series available for loan
    Pages: iv, 26 Seiten , Illustrationen
    Series Statement: CRREL Report 83-29
    Language: English
    Note: CONTENTS Abstract Preface Introduction Stream bank erosional processes Permafrost and related factors Permafrost and erosion General Erosional processes Bank zone processes Bluff zone processes Factors affecting perm afrost erodibility Exposure to currents and wind waves Texture and stratigraphy Ice content, distribution and type Slope aspect Coriolis force Timing and depth of thaw Water level and temperature Vegetation Ice and snow cover Groundwater Rates and timing of erosion and recession Overall effects of permafrost Recommendations for research Literature cited Appendix A : Processes of stream bank modifications
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  • 89
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-83/31
    In: CRREL Report, 83-31
    Description / Table of Contents: A mathematical model is described that is used to determine the maximum ice conveyance capacity of a river channel. Based upon this model, computer programs were developed that enable the ice discharge to be calculated for steady-state flow conditions. For rivers that have uniform flow, the maximum ice-conveying capacity can be described with a simple function expressed in terms of the size of the ice fragments, channel geometry, and the flow of water in the river. For nonuniform flows, the computer program determines the elevation profile of the surface layer in addition to other flow characteristics, such as the velocity and surface concentration of the ice fragments. The location along this surface profile where the ice conveyance capacity becomes less than the upstream supply is determined and is considered to be the position where a surface ice jam or ice bridge will be formed.
    Type of Medium: Series available for loan
    Pages: iv, 21 Seiten , Illustrationen
    Series Statement: CRREL Report 83-31
    Language: English
    Note: CONTENTS Abstract Preface Nomenclature Introduction Constitutive relationships Equations of motion Uniform flow Nonuniform flow Ice transport: Uniform flow Symmetric channel Asymmetric channel Ice transport: Nonuniform flow Further considerations Basis for model improvement Conclusions Literature cited
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  • 90
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-83/33
    In: CRREL Report, 83-33
    Description / Table of Contents: A thermodynamic model has been developed that for the first time describes the entire creep process, including primary, secondary, and tertiary creep, and failure for both constant stress (CSR) tests (σ= const.) and constant strain rate (CSR) tests (ϵ = const.), in the form of a unified constitutive equation and unified failure criteria. Deformation and failure areconsidered as a single thermoactivated process in which the dominant role belongs to the change of entropy. Failure occurs when the entropy change is zero. At that moment the strain rates in CS tests reach the minima and stress in CSR tests reaches the maximum (peak) values. Families of creep (ϵ vs τ) and stress-strain (σ vs ϵ) curves, obtained from uni-axial compression CS and CSR tests of frozen soil, respectively (both presented in dimensionless coordinates), are plotted as straight lines and are superposed, confirming the unity of the deformation and failure process and the validity of the model. A method is developed for determining the parameters of the model, so that creep deformation and the stress-strain relationship of ductile materials such as soils can be predicted based upon information obtained from either type of test.
    Type of Medium: Series available for loan
    Pages: v, 25 Seiten , Illustrationen
    Series Statement: CRREL Report 83-33
    Language: English
    Note: CONTENTS Abstract Nomenclature Introduction Principal relationships Constitutive equation Failure criteria Secondary creep: Flow equations Creep at constant stress (σ = Const.) Creep model Creep strain (σ = Const.) Creep at constant strain rate (ϵ = Const.) Stress-strain relationship Stress/strain/strain rate at failure Test data Preliminary analysis Constant stress tests (σ = Const.) Constant strain rate tests (ϵ = Const.) The principle of superposition Thermodynamic equation of creep Conclusions Literature cited
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  • 91
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-84/3
    In: CRREL Report, 84-3
    Description / Table of Contents: The results of resistance tests in level ice and broken ice channels are presented for two models of the WTGB 140-fticebreaker at scales of 1:10 and 1:24, respectively. No scale effect on the resistance in level ice could be detected between the two models. From the test results an empirical predictor equation for the full scale ice resistance is derived. Predicted resistance is compared against, and found to be 25 to 40% larger than, available full-scale values estimated from thrust measurements during full-scale trials of the Great Lakes icebreaker Katmai Bay.
    Type of Medium: Series available for loan
    Pages: v, 25 Seiten , Illustrationen
    Series Statement: CRREL Report 84-3
    Language: English
    Note: COTENTS Abstract Preface Nomenclature Introduction Model characteristics and test conditions Ice-hull coefficient of friction Measurements of ice properties Experimental procedures Data acquisition system Test program and procedures for 1:10 model Test program and procedures for 1:24 model Analysis of test results Comparison of test results between 1:10 and 1:24 models Analysis of tests in broken or brash-filled ice channels Analysis of tests in level ice Full-scale prediction of level ice resistance Conclusions Literature cited
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  • 92
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-84/5
    In: CRREL Report, 84-5
    Description / Table of Contents: Diatom species composition and relative abundances were determined for ice cores obtained from Weddell Sea pack ice during the October-November 1981 Weddell Polynya Expedition (WEPOLEX). Ice thickness and salinity indicate that the ice was less than one year old. The predominant ice type (70%) was frazil, which has the capacity to mechanically incorporate biological material through nucleation and scavenging. Diatoms were found throughout the length of the cores. Species showed down-core fluctuations in abundance that appeared to be correlated with changes in ice type. Pennate forms were more abundant than centrics, the average ratio being 16:1. Diatom frustules with intact organic material were more abundant (5 billion cells/liter). Differences in species abundances are attributed initially to incorporation of algal cells from a temporally changing water column and subsequently to diatom reproduction within the ice. Scanning electron micrographs illustrating the morphologic characteristics of the predominant species are included.
    Type of Medium: Series available for loan
    Pages: iv, 46 Seiten , Illustrationen
    Series Statement: CRREL Report 84-5
    Language: English
    Note: Contents Abstract Preface Introduction Materials and methods Results Discussion Conclusions Literature cited Appendix A: Taxonomic terms Appendix B: Differences in species composition and abundance in duplicate samples examined under optical and inverted light microscopes Appendix C: Morphologic descriptions and SEM micrographs
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  • 93
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-84/6
    In: CRREL Report, 84-6
    Description / Table of Contents: An expression relating aerosol growth to cold environmental conditions was developed. This was accomplished by solving the diffusion equation with the method of Laplace transformation. The series solution was expressed in terms of the dimensionless parameters K (ratio of vapor density over droplet surface to droplet density), ω (ratio of environmental vapor density at time zero to vapor density over droplet surface), and dimensionless time τ (ratio of product of diffusion coefficient D and time t to square of initial radius of condensation nucleus). To take into account the variation of the vapor density over the surface of an acidic condensation nucleus due to the continuous dilution of the droplet, the solution was obtained by assuming various levels of constant vapor concentration. The final expression [R/R sub o - 1 = 2.4917 x 10 to the minus 18th power) exp(0.0737 θ) (P sub RHS/25) x (100-P sub RHS) τ to the 0.9890 powder] can be used to compute the value of R once the values of initial radius R sub o, relative humidity P sub RH, percent of relative humidity at the droplet surface P sub RHS, and environmental temperature θ are given.
    Type of Medium: Series available for loan
    Pages: vi, 28 Seiten , Illustrationen
    Series Statement: CRREL Report 84-6
    Language: English
    Note: CONTENTS Abstract Preface Nomenclature General background The problem Method of solution Results and discussion Conclusions Literature cited Appendix: Evaluation of rn's in equation 25
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  • 94
    Call number: MOP 44818 / Mitte
    Type of Medium: Monograph available for loan
    Pages: vii, 50 Seiten , 28 cm
    Language: English
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  • 95
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/12
    In: CRREL Report, 79-12
    Description / Table of Contents: An analysis of a point source bubbler system used to induce local melting of an ice cover is presented. The analysis leads to a numerical simulation programmed in FORTRAN which may be used to predict the effectiveness of such systems. An example application is presented using a typical record of average daily air temperatures. The FORTRAN program for the point source simulation as well as a FORTRAN program for line source systems are included in the Appendix.
    Type of Medium: Series available for loan
    Pages: iii, 12 Seiten , Illustrationen
    Series Statement: CRREL Report 79-12
    Language: English
    Note: CONTENTS Abstract Preface Introduction Outline of analysis Plume analysis Heat transfer analysis Temperature of impinging plume Heat transfer coefficient Melting of the ice cover Simulation example Thermal reserve analysis Literature cited Appendix
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  • 96
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-79/15
    In: CRREL Report, 79-15
    Description / Table of Contents: This report discusses the application of several modern geophysical techniques to groundwater exploration in areas in permafrost. These methods utilize the principles of magnetic induction and radiowave surface impedance in the 10- to 400-kHz band, the techniques of impulse and side-looking radar in the 50- to 10,000-MHz band, and also some optical techniques using imagery obtained from a satellite. Low frequency case studies demonstrate the use of the techniques for detecting free water under an ice cover in shallow, almost completely frozen lake basins, and thaw zones within lake beds, stream channels, and in permafrost in general. The radar studies demonstrate the use of these techniques for determining depth of free water and ice cover thickness on lakes and rivers
    Type of Medium: Series available for loan
    Pages: iv, 30 Seiten , Illustrationen
    Series Statement: CRREL Report 79-15
    Language: English
    Note: CONTENTS Abstract Preface Introduction Part I. Low frequency resistivity methods Resistivity of earth materials Theory and description of techniques Surface impedance technique Airborne radiowave technique Magnetic induction technique Case studies Location of thaw zones beneath lakes and rivers Location of permeable materials in unfrozen ground Delineating permafrost boundaries Part II. High frequency dielectric methods Dielectric properties of earth materials Theory and description of equIpment Profiling radar Imaging radar Case studies Radar profile of a river channel Impulse radar profile of a freshwater lake SLAR imagery of Arctic lakes Literature cited Appendix A: Satellite imagery for subsurface water exploration
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  • 97
    Call number: MOP 46080 / Mitte
    In: 82-16, Research reports / International Institute for Applied Systems Analysis
    Type of Medium: Series available for loan
    Pages: 59 Seiten , Illustrationen
    ISBN: 3704500364
    Series Statement: Research reports / International Institute for Applied Systems Analysis 82-16
    Language: English
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  • 98
    Call number: MOP 44335 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 143 Seiten , Karten
    Language: Russian , English
    Note: In kyrillischer Schrift , Mit Zusammenfassung in englischer Sprache
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  • 99
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-82/18
    In: CRREL Report, 82-18
    Description / Table of Contents: Snow and ice control on highways has come to rely heavily on the use of sodium chloride to maintain a trafficable surface for unimpeded movement. Empirical approaches have led to a wide range of application rates, some clearly excessive, but justified on the ground of safety and expediency. The combination of environmental degradation from the huge quantities of salt entering the environment, along with the increased cost of salt itself and the cost of its application have spurred the search for more precise knowledge of the proper amount of salt to apply to a pavement, considering a range of environmental, traffic and chemical parameters. Since controlled tests in the field are extremely difficult to make, a circular test track of three test pavements, dense-graded asphaltic concrete (DGA), open-graded asphaltic concrete (DGA) and portland cement concrete (PCC), was constructed in a coldroom. Natural snow and ice were applied to the pavements and an instrumented slipping wheel was driven over the surfaces to generate frictional forces. These forces were measured and then used to evaluate the response to salt application with time for three test temperatures. OGA had the lowest friction values at a temperature near the freezing point, but higher initial values or more rapidly increasing values than DGA and PCC following salt application at the two lower temperatures. Optimum application rate of salt on PCC and DGA lies between 100 and 300 lb/lane mile (LM), and a higher rate resulted in slight or no improvement in friction. DGA showed anomalous results: lower friction for 300 Ib/LM and higher friction for both 100 and 500 Ib/LM.
    Type of Medium: Series available for loan
    Pages: vi, 55 Seiten , Illustrationen
    Series Statement: CRREL Report 82-18
    Language: English
    Note: CONTENTS Abstract Preface Introduction Objectives Background Approach Influencing factors Field factors Laboratory Laboratory trafficking tests Force measurement and coefficient of friction Test tire slip Surface friction gauge Test procedure British portable tester Experimental results Conclusions Recommendations Literature cited Appendix A. Test pavements Appendix B. Pennsylvania State University field study Appendix C. Rochester Institute of Technology field study
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  • 100
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-82/17
    In: CRREL Report, 82-17
    Description / Table of Contents: Seismic P and SH wave refraction experiments at the NATO RSG-11 test site in Munster Nord, Federal Republic of Germany, reveal the presence of a nearly horizontal, three-layer velocity structure. The upper layer, composed of un­consolidated glacial till, is 1 m thick and has P (compressional) and SH (shear-horizontal) wave velocities of 240 and 165 m s-1. The second layer, made up of similar, more compacted material, is 9.5 m thick, with a P wave velocity of 470 m s-1 and an SH wave velocity of 275 m s-1. The third layer, interpreted as the groundwater table, is located at a depth of 10.5 m and has a P wave velocity of 1590 m s-1. The SH wave velocity of this layer is controlled by the matrix material and is the same as that of the second layer. A single, unreversed observation indicated a fourth layer at a depth of about 20 m, but the existence of this layer remains unconfirmed. The observed fundamental mode Love wave dispersion is in agreement with the theoretical dispersion predicted by the refraction velocities. Computed partial derivatives of phase velocity with respect to shear wave velocity show, for the frequencies observed, that the dispersion confirms the thicknesses and velocities of the two upper layers and is not affected by the deeper structure.
    Type of Medium: Series available for loan
    Pages: iv, 33 Seiten , Illustrationen
    Series Statement: CRREL Report 82-17
    Language: English
    Note: CONTENTS Abstract Preface Introduction Refraction experiments Procedure Equipment Results P waves Low velocity zone SH waves Surface wave experiments Summary and discussion Literature cited Appendix A: P wave refraction data Appendix B: SH wave refraction data. Appendix C: Surface wave dispersion calculations
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