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- W395119826 abstract "A MATHEMATICAL MODEL FOR THE BEHAVIOR OF A SAND IS PRESENTED, AND PREDICTIONS OBTAINED BY USING IT IN FINITE ELEMENT COMPUTATIONS ARE GIVEN. THE MODEL, WHICH APPLIES TO THE PLANE STRAIN DEFORMATION OF LEIGHTON BUZZARD SAND, INCORPORATES BOTH A PLASTIC COMPONENT OF BEHAVIOR (GOVERNED BY A FLOW RULE AND WORK-HARDENING LAW) AND AN ELASTIC COMPONENT (LINEAR AND ISOTROPIC). THE TWO BOUNDARY VALUE PROBLEMS DISCUSSED BOTH INVOLVE THE PASSIVE FAILURE OF A RETAINING WALL AS IT IS DISPLACED INTO A BED OF SAND: THE PARTICULAR CASES OF ROTATIONS OF THE WALL ABOUT ITS TOP AND ITS BOTTOM ARE CONSIDERED. THE PREDICTIONS ARE COMPARED WITH EXPERIMENTAL RESULTS OF LABORATORY MODEL TESTS. /TRRL/" @default.
- W395119826 created "2016-06-24" @default.
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- W395119826 date "1972-01-01" @default.
- W395119826 modified "2023-09-27" @default.
- W395119826 title "FINITE ELEMENT COMPUTATIONS FOR A MODEL RETAINING WALL IN SAND" @default.
- W395119826 hasPublicationYear "1972" @default.
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