ALBERT

Note: In kyrillischer Schrift

Note: CONTENTS Abstract Preface Conversion factors: U.S. customary to metric units of measurement Introduction Background Previous investigations Analytical procedures Results and discussion Shoreline changes: High-water line Shoreline changes: Cliff recession Volumetric changes Nodal zone location and direction of littoral transport Error evaluation Summary and conclusions Future research Selected bibliography Appendix A: Maps of shoreline with overlays for 1938, 1952, 1971 and 1974 Appendix B: Supplementary data for estimating shoreline change

Note: CONTENTS Abstract Preface Nomenclature Introduction Background Experimental design Similitude considerations The model Model operation Results Velocity Fence height Porosity Model correlation Summary and conclusions Recommeqdations for future work Literature cited Appendix A

Note: CONTENTS Abstract Preface Introduction and statement of problem Review of relevant analyses and tests Determination of the largest ice force on an isolated structure Preliminary remarks The buckling analysis of a floating wedge Proposed method to determine Literature cited

Note: CONTENTS Abstract Preface Nomenclature Introduction 1. The problem 2. Abstract of the result Part I. Fundamental solutions 3. Fuchsian type solutions 4. Contour integral solution 5. Integration of the integral solution 6. Fundamental solutions for α = 1 7. Fundamental solutions for α = 0 8. Eigenvalues for α = 0 9. Fundamental solutions for α 〉 1 Part II. Asymptotic expansions 10. Asymptotic expansion for 0 〈 α ⩽1 11. Asymptotic expansion for 1 ≦ α ≦ 2 12. Asymptotic expansion for 2 ≦ α ≦ ∞ Part III. Eigenvalues 13. Range of eigenvalues 14. Eigenvalues for the free-edge condition 15. Eigenvalues for the clamped-edge and simple-edge conditions 16. Deflection Acknowledgement Literature cited Appendix A. Analytical continuation at the singular point Appendix B. Tensorial transformations Appendix C. Comparison of the semi-infinite plate buckling with the asymptotic buckling

Note: CONTENTS Abstract Preface Conversion factors: U.S.customary to metric units of measurement Introduction Freeze-thaw system Construction materials Controlled environment test section Outdoor sections Temperature monitoring instrumentation Repetitive plate bearing test apparatus Test results and analyses Conclusions Literature cited

Note: CONTENTS Abstract Preface Summary Introduction Background Objective and procedure Theory of plane surface waves Waveguide design and characteristics Physical apparatus Frequency characteristics Spatial distribution of Ey above the guide Guide wave length Surface wave interaction with a slab discontinuity Experiments with a trough Discussion and conclusions Literature cited

Note: CONTENTS Abstract Preface Introduction The problem The solution Method of numerical integration Ramp/steady loading Curve fitting to time lapse deflections Asymptotic deflection Deflection profiles Acknowledgement Literature cited Appendix I. Analytical background Appendix II. Computer programs, ramp time profiles and steady time profiles

Note: CONTENTS Abstract Preface Conversion factors: U.S. customary to metric (SI) units of measurement Introduction Theory Solution by superposition Solution by Fourier integral Solution by Fourier series Application and results Literature cited Appendix A: Bearing capacity of river ice for military vehicles Appendix B: Vehicle specifications Appendix C: Fortran II computer program

Note: CONTENTS Abstract Preface Nomenclature Introduction Derivation of the power reflection coefficient-depth variation Possible sources of dielectric constant variation with depth in ice sheets Ice density variations Effect of macroscopic impurity layers Effect of microscopic impurtty layers Changes in inclusion geometry Effect of crystal orientation changes Physical properties of the Cape Folger core Density-depth profile Air bubble-geometry depth profile Crystal orientation-depth profile Radio-echo sounding data Results and conclusions Literature cited

Note: CONTENTS Abstract Preface Introduction Sources and properties of tabular icebergs Sources Characteristics of ice shelves near the ice front Characteristics of tabular icebergs Towing Geophysical and engineering considerations Tug characteristics Handling and processing Cutting and boring with thermal devices Penetration with electrothermal devices Electrothermal cutting Making vertical cuts by pre-split blasting Primary fragmentation by blasting Primary fragmentation by mechanical sawing Comminuting ice with machines Slurry pipelines Conclusion Literature cited

Note: CONTENTS Abstract Preface Introduction Test procedure Test program Test samples Number of test for determining strength index Effect of temperature Effect of sample length Effect of load point size Tests on snow Discussion Recommendations Literature cited

Note: CONTENTS Abstract Preface Nomenclature Summary Introduction Problem General review of the subject Experimental apparatus General considerations Water reservoir Test chamber assembly Pumping system Electrical control system Experimental procedure Experimental results Discussion and comparison of results Conclusions Literature cited

Note: CONTENTS Abstract Preface Conversion factors: US, customary to metric (SI) units of measurement Introduction Infrared camera Core samples State House State House Annex State Library Legislative Office Building Public Health Complex Highway Garage Fish and Game Offlces Supreme Court John O. Morton Building Department of Health and Welfare Laboratory Economics of roof reinsulation Conclusions and recommendations Literature cited

Note: Contents 1 Introduction 1.1 Purpose 1.2 Some terminology 1.3 Electrical analogues 1.4 State determined systems 1.5 Simulation languages 2 Exponential growth 2.1 Analytical and numerical integration 2.2 Simulation 2.3 Time constant and time interval of integration 2.4 Integration method and time interval 3 The growth of yeast 3.1 Description of the system 3.2 Relational diagrams 3.3 Simulation 3.4 Logistic growth 4 Interference of plants 4.1 Replacement series 4.2 Density of sowing 4.3 Simulation of plant interference 4.4 Further modelling aspects 4.4.1 The INDEX and MACRO feature 4.4.2 The INITIAL and DYNAMIC section 5 Growth and competition of Paramecium 5.1 Description of the system 5.2 A simulation program 5.3 Preliminary estimation of parameters 5.4 Final determination of parameters 5.5 Stochastic aspects 5.6 The programming of probability functions 6 Modelling of development, dispersion and diffusion 6.1 Introduction 6.2 Physiological age and development stage 6.3 Demographic models 6.3.1 Age-classes 6.3.2 Errors of approximation 6.3.3 The matrix method 6.4 Germination models 6.4.1 Boxcar train without dispersion 6.4.2 Boxcar train with constant relative dispersion 6.4.3 Boxcar train with controlled dispersion 6.4.4 Refinements 6.5 The flow of heat in soils 7 Growth and development of Helminthosporium maydis 7.1 Introduction 7.2 The weather 7.3 Appearance and growth of lesions 7.4 Sporophore or stalk formation 7.5 Sporulation of green stalks 7.6 Sporulation of dried stalks 7.7 Dispersal of spores 7.8 Germination of spores and penetration of germtubes 7.9 Timing, initialization and output organization 7.10 Results and sensitivity analyses 8 Population models for fruit-tree red spider miteand predatory mites 8.1 Fruit-tree red spider mite 8.2 Predatory mite, Amblyseius potentillae 8.3 Relations between predator and prey 8.4 Preference as a competitive process 8.5 Verification 9 Solutions of the exercises References Appendix A Appendix B Index

Note: CONTENTS Page Abstract Preface Summary Nomenclature Introduction Water movement through snow Vertical percolation Lateral flow Flat roofs Sloping roofs Rainfall intensity-duration effects Miscellaneous effects Radial flow to drains Flow along gutters on snow-covered roofs Snow structure Basal layer Conclusion Literature citied Appendix A. Computer program calculating roof loads from rain-on-snow

Note: CONTENTS Abstract Preface Nomenclature Conversion factors: U.S. customary to metric units of measurement Introduction Description of experiment Apparatus Test procedure Experimental results Summary of experimental tests Influence of coolant water flow rates Approximation of the rate of melting Comparison of experimental and computed results Comparative analysis of the model sinks Approximation of the heat transfer coefficient Conclusions and recommendations Literature cited Appendix A. Experimental data, heat sink Model II Appendix B. Heat sink scaling and similarity relationships Appendix C. Derivation of the relationships for the heat transfer coefficient, Reynolds and Nusselt numbers Appendix D. Determination of freezing rates and refrigeration loads Appendix E. Approximation of stresses in the heat sink tank

Note: CONTENTS Abstract Preface Summary Introduction Ice thickness and quantity Chronology of the 1975 Chena River breakup Checkpoint 3 Checkpoint 4 Checkpoint 5 Checkpoint 6 Checkpoint A Checkpoint 7 Checkpoint C Checkpoint D Checkpoint 8 Checkpoint 10 Checkpoint 11 Checkpoint 12 Spring flooding and debris The 1976 Chena River breakup Breakup in other years Summary and conclusions Appendix A. Sequential photographs of 1975 breakup at checkpoints 3-12

Note: CONTENTS Abstract Preface Conversion factors: U.S.customary to metric (SI) units of measurement Introduction Location of test sites Fairbanks Anchorage Hanover, N.H. Test program Instrumentation Effectiveness Therma lefficiency Heat balance within the roof Comparisons with conventional systems Conclusions Effectiveness of the test roof Thermal efficiency Heat balance within the roof Applicability Recommendations Literature cited Appendix A. Temperature and heat flow measurements, Anchorage and Fairbanks, Alaska, and Hanover, New Hampshire Appendix B. Thermal efficiencies of the test roof, Anchorage and Fairbanks, Alaska, and Hanover, New Hampshire Appendix C. January 1973 and August 1972 comparisons of protected membrane and conventional built-up membrane systems at Hanover, New Hampshire

Note: In kyrill. Schr.

Note: Contents: Preface. - Chapter 1. Glaciation of the earth and problems connected with it. - Chapter 2. Glaciation of the Urals. - Chapter 3. Glaciation of Scandinavia. - Chapter 4. Glaciation of the Pacific Arctic and Subarctic. - Chapter 5. Glaciation of the Arctic Islands: the Eurasian Arctic. - Chapter 6. Glaciation of the Arctic Islands: the Cannadian Arctic. - Chapter 7. Glaciation of Greenland. - Chapter 8. Arctic Ocean. - Chapter 9. Present-day glacio-climatic conditions in the North Polar area and their variations during historical time. - Chapter 10. History of Cenozoic glaciation. - Chapter 11. Causes of glaciation. - Conclusion. - Summary. - References. - Geographical Index. , In kyrill. Schr. - Zsfassung in engl. Sprache.

Note: Contents Table 1 Daily records Table 2 Extreme temperatures Table 3 Montly means Table 4 Mean temperature in the years 1775-1975 Table 5 Daily means of extreme temperatures Table 6 Relative frequency of daily maximum temperature in months Table 7 Relative frequency of daily minimum temperature Table 8 Relative frequency of relative humidity Table 9 Relative frequency of pressure Table 10 Relative frequency of wind Table 11 Relative frequency of cloud amount Table 12 Relative frequency of daily rainfall Table 13 Statistical characteristics of daily observations Table 14 Monthly means in 5 years periods Table 15 Monthly means in 10 years periods Table 16 Monthly means in 50 years periods Table 17 Monthly means of statistical characteristics in the years 1776-1975 Table 18 Monthly means of statistical characteristics in 5 years periods Table 19 Monthly means of statistical characteristics in 10 years periods Table 20 Monthly means of statistical characteristics in 50 years periods Table 21 Mean daily temperature corresponding to the percent of the exceeding probability , In tschechischer, russischer und englischer Sprache , Zum Teil in kyrillischer Schrift

Note: CONTENTS: Introduction. - Topography and hydrography. - Climate, glaciation, permafrost. - Notes on the scientific exploration of the area. - Sea level changes. - C-14 dates on shell material, corrections and errors. - Marine limits. - Emergence curves. - Marine faunas. - Glaciation history. - Pleistocene glaciation. - The Milne Land Moraines. - Glacial retreat, the Rødefjord stages. - Glacial readvance. - Climatic implications. - Comparison with other areas. - Pollen analytical investigations. - Field methods. - Lake sediments. - C-14 dates of lake sediments and rates of sedimentation. - Pollen preparation and calculation procedures. - Pollen identification. - Description of sites and pollen diagrams. - Notes on the present vegetation. - Discussion and reconstruction of vegetation types. - Plant immigration and climatic change. - Summary of the vegetation history. - Comparison with other areas. - General notes on the climatic development. - Acknowledgements. - References.

Note: In kyrill. Schr.

Note: In kyrillischer Schrift

Note: Contents Table 1 Daily records Table 2 Extreme temperatures Table 3 Montly means Table 4 Mean temperature in the years 1775-1975 Table 5 Daily means of extreme temperatures Table 6 Relative frequency of daily maximum temperature in months Table 7 Relative frequency of daily minimum temperature Table 8 Relative frequency of relative humidity Table 9 Relative frequency of pressure Table 10 Relative frequency of wind Table 11 Relative frequency of cloud amount Table 12 Relative frequency of daily rainfall Table 13 Statistical characteristics of daily observations Table 14 Monthly means in 5 years periods Table 15 Monthly means in 10 years periods Table 16 Monthly means in 50 years periods Table 17 Monthly means of statistical characteristics in the years 1776-1975 Table 18 Monthly means of statistical characteristics in 5 years periods Table 19 Monthly means of statistical characteristics in 10 years periods Table 20 Monthly means of statistical characteristics in 50 years periods Table 21 Mean daily temperature corresponding to the percent of the exceeding probability , In tschechischer, russischer und englischer Sprache

Note: In kyrill. Schr.

Note: In kyrill. Schr.

Note: In kyrill. Schr.

Note: In kyrill. Schr.

Note: In kyrillischer Schrift , Inhaltsverzeichnis in englischer Sprache (Seite 6- 8])

Note: In kyrill. Schr.

Note: In kyrillischer Schrift , Inhaltsverzeichnis in englischer Sprache (Seite 5-6)

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.

Note: [Teil 1]Ocean crust.. , [Teil 2]Continental margins and paleoenvironment..

Note: Contents: THEME II USE OF TESTS AND MONITORING IN THE DESIGN AND CONSTRUCTION OF ROCK STRUCTURES = UTILISATION DES ESSAIS ET DES AUSCULTATIONS DANS LA CONCEPTION ET L'EXÉCUTION D'OUVRAGES EN ROCHER = VERWENDUNG VON VERSUCHEN UND KONTROLLMESSUNGEN IM ZUSAMMENHANG MIT DEM ENTWURF UND DER ERRICHTUNG VON FELSBAUTEN. - Plateloading tests on multi-layed sedimentary rocks = Tests de surcharge de roches sédimentaires à multi-strates = Plattenladungsversuche von geschichteten Sedimentgesteinen / K. Akai, Y. Onishi, K. Takahashi. - Verhalten von vorfabrizierten Tunnelauskleidungen beim Schildvortrieb = Behaviour of the prefabricated lining in shield driven tunnels = Le comportement du revêtement préfabriqué d'un tunnel pendant l'avancement au moyen d'un bouclier / E. Andráskay, R. Attinger. - Arch formation and pillar yield in jointed rock = Formation de voûte et déformation des piliers dans une roche disjointe = Gewölbebildung und Pfeilerleistung bei abgesondertem Gestein / J. R. Barrett, B. Grumitt, M. Wical. - A new approach to the evaluation of the strength of concrete construction contact with the rocky foundation = Une nouvelle approche à l'estimation de la résistance du contact d'une construction en béton avec la fondation en roche = Neuer Standpunkt zur Berechnung von Festigkeit des Kontaktes zwischen Betonbauwerk und Felsfundamentsohle / J. A. Baslavsky, S. A. Frid. - Die Erstellung eines Pilotstollens sowie felsmechanische Untersuchungen als Grundlage für die Projektierung und den Bau des Du Toitskloof Tunnels in Südafrika = Execution of a pilot tunnel and rock mechanics investigations as a base for design and construction of the Toitskloof Tunnel in South Africa = Exécution d'une galerie de sondage et mesure des caractéristiques méchaniques des roches comme bases de la conception et de la construction du tunnel du Toitskloof, Afrique du Sud / P. C. Bebi, K. R. Mettier. - Classement statistique de mesures sismiques et conception de barrages = Statistical classification of seismic measures and dam design = Statistische Klassifizierung des seismischen Mass und Konzeption eines Staudammes / Y. Bertrand, J. Lakshmanan, J. Rouge. - The geomechanics classification in rock engineering applications = Classification géoméchanique et son application pour l'ingénieur des roches = Geomechanische Gebirgsklassifizierung und ihre Anwendung im Felsbau / Z. T. Bieniawski. - Comparison of calculated, measured and observed stresses at the Ortfjell Open Pit (Norway) = Une comparaison sur des constraintes calculées, mesurées et observées dans l'Ortfjell fosse (Norvège) = Vergleich zwischen berechneten, gemessenen und observierten Spannungen im Ortfjell Tagebau (Norwegen) / E. Broch, B. Nilsen. - Discontinuity measurement using the borehole impression probe - a case study = Mesure des discontinuités par l'emploi du "Borehole Impression Probe" = Unregelmässigkeitsmessungen unter Verwendung der Bohrloch-Eindrucksonde - eine Fallstudie / E. T. Brown, T. R. Harper, D. V. Hinds. - Strain softening marly rock = Roche marneuse à rupture progressive = Mergelstein mit progressivem Bruch / S. Cavounidis, E. Sotiropoulos. - A modified form of aquifer depletion/recovery test for assessing potential water makes into deep excavations = Modification de l'essai Lefranc pour estimer les venues d'eau dans les fouilles profondes exécutées dans l'aquifère = Abwandlung des Pump-Versuchs zur Ermittlung möglicher Wassereinbrüche in tiefen Baugruben / A. Chalmers, G. P. Daw, R. A. Scott. - Dilatometer tests in the study of the deformability of rock masses = Les essais au dilatomètre dans l'étude de la déformabilité des massifs rocheux = Dilatometerversuche zur Bestimmung der Gebirgsverformbarkeit / J. G. Charrua-Graça. - Auscultation fine d'un glissement de terrain a l'aide d'instruments nouveaux = Precise monitoring of a landslide by means of new devices = Feinbeobachtungen an einer Rutschung mittels neuartiger Instrumente / P. J. Debreuille, J. B. Francq, P. Londe. - Etude sur les caracteristiques de la roche pour un barrage d'enrochement = Study of rock characteristic for a rockfill dam = Untersuchungen der Eigenschaften des Gesteins für einen Staudamm / R. Del Hoyo Fernandez-Gago. - L'identification des roches par l'indice de continuite = Rock identification by means of continuity index = Gesteinsidentifizierung mittels Kontinuitätsindex / A. Denis, M. Panet, C. Tourenq. - Fracture growth around openings in rock models and their effect on the design of stable openings = Observation sur modèle de la propagation de la fracturation autour des cavités en rocher: impact sur les projets réels = Risswachstum rumd um Felshohlräume im Modell und ihre Auswirkungen auf den Entwurf standsicherer Hohlräume / B. B. Dhar, B. S. Verma, S. Ratan. - Site investigations and FEM calculations for two underground caverns in Peru = Reconnaissance du site et calcul par éléments finis de deuy excavations souterraines au Pérou = Felduntersuchungen und Finite-Elemente-Rechnungen für zwei Kavernen in Peru / M. Dolezalová, K. Drozd. - Analysis of a solid inclusion in situ stress measuring device = Analyse d'un capteur de contraintes in-situ peu déformable = Analyse eines verformungsarmen in-situ-Spannungsmessgebers / M. E. Duncan Fama. - Tunnels ancres a faible profundeur etude comparative sur modeles physique et mathematique = Anchored tunnels with small overburden: comparative study on physical and mathematical models = Verankerte seichtliegende Tunnel: vergleichende Untersuchungen mittels physikalischer und mathematischer Modelle / P. Egger, C. Gindroz. - Allgemeine geotechnische Gesichtspunkte und Grenzgleichgewichtsbetrachtungen als erste Orientierung bei der Planung von Talsperren = General geotechnical considerations and limit equilibrium analysis in the planning of dam foundations = Considérations générale de la géotechnique et l'analyse d'équilibre limite dans l'évaluation de suite au sujet de la construction des barrages / E. Fecker, L. Müller, G. Reik. - Investigations of stress-strain state of structurally disturbed rock massif near underground workings = Etude de l'état de tension et de déformation du massif fragmenté des roches au voisinage des galeries minières = Untersuchung des Spannungs- und Deformationszustandes des strukturgestörten Gesteinmassives in der Nähe von Untertagebaustellen / N. A. Filatov, V. D. Belykov. - Investigations into the mechanism of the failure of concrete dams rock foundations and their stability analysis = Etudes du méchanisme de rupture des fondations rocheuses des barrages en béton et calculs de leur stabilité = Bruchmechanismusuntersuchung von Felsuntergrund der Betonstaumauern und Berechnung deren Standsicherheit / Y. A. Fishman. - Preferred orientation of underground caverns in complicated tectonic zone = Orientation optimale des cavernes souterraines dans une région à tectonique complexe = Bevorzugte Orientierung von Kavernenbauten in einem Gebiet mit komplizierter Tektonik / A. Flexer, I. Larsson, M. Braun, B. Russell, L. C. Greenwood. - Investigations of seepage flow in block media as applied to designing structures on rock = Etudes de l'écoulement de filtration dans un massif fracturé, appliquées au projet d'ouvrages dans le rocher = Untersuchung der Sickerströmung im Felskörper mit Blockgefüge in Anwendung an die Projektierung der Bauwerke im Felsgestein / E. G. Gaziev, T. N. Borovykh, V. I. Rechitski. - Measurement of rock deformation in the abutments of an arch dam = Mesure des déformations d'un massif rocheux formant l'appui d'un barage voûte = Messung der Gebirgsverformungen in den Auflagern einer Bogenmauer / S. Giudici. - Die Fundierung einer exponierten Bogenbrücke = The foundations of an arch bridge in particularly difficult conditions = Les fondations d'un pont arc dans des conditions particulièrement difficiles / J. Golser, H. Brandecker, K. Mussger. - Construction behaviour of a shallow tunnel in highly stressed sedimentary rock = Comportement d'un massif

Note: In kyrillischer Schrift

Note: In kyrillischer Schrift

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

Note: CONTENTS Abstract Preface Nomenclature I. Introduction II. A constitutive law for snow and balance principles III. Compatibility laws and jump equations for stress waves IV. Steady shock waves in snow V. Comparison of steady-wave theory with experimental results VI. A numerical solution to the nonsteady wave problem VII. Jump equations for nonsteady shock waves VIII. Reduced jump equations Discussion and conclusions Literature cited