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- W641178564 abstract "The deformation of a particulate medium under any stress system can be separated into two components namely, recoverable and irrecoverable (sliding and crushing). If the granular mass is subjected to cyclic loading under a constant effective stress ratio, then the irreversible deformation is minimized so that the recoverable component can be isolated. In this paper it is shown that after such repeated cyclic load application the stress-strain curves for loading and unloading form a closed hysteresis loop and an approximately isotropic state is induced within the mass. Both arms of the loop can be described accurately by relationships derived using an empirical modification of Hertz's contact law as a basis. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)" @default.
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- W641178564 date "1985-01-01" @default.
- W641178564 modified "2023-09-23" @default.
- W641178564 title "RECOVERABLE DEFORMATION OF PARTICULATE SOILS. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985" @default.
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