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  • 1
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-202-116
    In: Research report / Cold Regions Research and Engineering Laboratory, 116
    Description / Table of Contents: Abstract: Specimens of snow from the South Pole were tested to investigate air permeability K (cm/sec), ultimate compressive strength σc (g/cm^2 ) and dynamic Young's modulus E (g/cm^2 ) as a function of density. Anisotropy in a single layer of snow (snow between two summer crusts) was found in all three properties. Comparison with data for snow from Site II, Greenland, showed an empirical relation for both areas: σc = 10.42 x 10^-4 E for 0.43 g/cm^3 〈 ρ 〈 0.51 g/cm^3. σc = 5.68 x 10^-4 E for 8.63 x 10^3 g/cm^2 for 0.51 g/cm^3 〈 ρ 〈 0.90 g/cm^3. Air permeabilities are different for the two sites because of time and meteorological effects.
    Type of Medium: Series available for loan
    Pages: iv, 22 Seiten , Illustrationen
    Series Statement: Research report / Cold Regions Research and Engineering Laboratory 116
    Language: English
    Note: CONTENTS Preface Summary Introduction Preparing the snow specimens Air permeability Experimental procedure Results and discussion Viscoelastic properties Principle Experimental method Results and discussion Creep tests Unconfined compressive strength Experimental procedure Results and discussion General discussion Literature cited Appendix A: Test result
    Location: AWI Archive
    Branch Library: AWI Library
    Location Call Number Expected Availability
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  • 2
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-202-87
    In: Research report / Cold Regions Research and Engineering Laboratory, 87
    Description / Table of Contents: Abstract: A consistent theory of plane plastic deformation of soil is formulated by assuming soil as an ideal material that has constant cohesion and friction angle. Such an ideal soil is an extension of the ideal metal that has, in the terminology of soil mechanics, cohesion only. After a review of the existing theories from which the present theory has emerged, the mathematical expression referred to as the "compression characteristic" is developed. Then the system of differential equations is shown by the theory of characteristic lines. Many mathematical and physical problems remain to be solved before the perfect explanation of the plasticity of ideal soil will be attained.
    Type of Medium: Series available for loan
    Pages: iv, 42 Seiten
    Series Statement: Research report / Cold Regions Research and Engineering Laboratory 87
    Language: English
    Note: CONTENTS Preface Summary Introduction Review of existing theories The compression characteristic Characteristic directions Conclusions Literature cited Appendix A. Proof of Yamaguchi's principle Appendix B. Strain-rate tensor in the strain-rate characteristic line coordinates Appendix C. Stress, strain-rate relationship Appendix D. Bearing on the. Drucker and Prager three -dimensional deformation Appendix E. Notation
    Location: AWI Archive
    Branch Library: AWI Library
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  • 3
    Monograph available for loan
    Monograph available for loan
    Berlin : Nationalkomitee für Geodäsie und Geophysik der DDR bei der Deutschen Akademie der Wissenschaften
    Associated volumes
    Call number: MOP 34587 ; MOP Per 581(1/3) ; ZSP-319/A-3
    In: Geodätische und geophysikalische Veröffentlichungen : Reihe 1, Nr. 3
    Type of Medium: Monograph available for loan
    Pages: 48 Seiten
    Series Statement: Geodätische und geophysikalische Veröffentlichungen : Reihe 1 3
    Language: English
    Location: MOP - must be ordered
    Location: MOP - must be ordered
    Location: AWI Archive
    Branch Library: GFZ Library
    Branch Library: GFZ Library
    Branch Library: AWI Library
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