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Behavior of dry sands under cyclic loading
Stress-strain characteristics of dry sands under cyclic loading; within range of stress and acceleration studied, soil deformation consisted primarily of shear deformation; while volumetric compression of soil increases under cyclic loading, its contribution to total strain remains small; magnitude of principal stress ratio, above which large strains may develop under vibration, is dependent on confining pressure; for foundation vibration problems, strong influence of confining pressure implies that rather important size effect may arise. (38434)
Behavior of dry sands under cyclic loading
Stress-strain characteristics of dry sands under cyclic loading; within range of stress and acceleration studied, soil deformation consisted primarily of shear deformation; while volumetric compression of soil increases under cyclic loading, its contribution to total strain remains small; magnitude of principal stress ratio, above which large strains may develop under vibration, is dependent on confining pressure; for foundation vibration problems, strong influence of confining pressure implies that rather important size effect may arise. (38434)
Behavior of dry sands under cyclic loading
ASCE J Soil Mech Found Div
Timmerman, D.H. (author) / Wu, T.H. (author)
1969
16 pages
Article (Journal)
English
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