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Attempt is made to express analytically stress-strain relations existing during shear box test; in view of incomplete definition of state of stress, analysis has to be based on certain assumptions; their appropriateness is shown by comparison between analytically computed and experimentally measured values; shear box tests were carried out with undisturbed loess samples; generality of conclusions is made possible by results of shear box tests with sand.
Attempt is made to express analytically stress-strain relations existing during shear box test; in view of incomplete definition of state of stress, analysis has to be based on certain assumptions; their appropriateness is shown by comparison between analytically computed and experimentally measured values; shear box tests were carried out with undisturbed loess samples; generality of conclusions is made possible by results of shear box tests with sand.
Stress-strain relationship for loess soil during shear box test
Geotechnical Conference -- Shear Strength Properties Natural Soils Rocks -- Proc
Feda, J. (author)
Proceedings of Geotechnical Conference -- Shear Strength Properties of Natural Soils and Rocks ; 1967 ; Norway , Oslo
1967
6 pages
Conference paper
English
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