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- W2353710098 abstract "In this paper,the results of large-dimension triaxial compression test of rock fill materials are analyzedmoreover,shear strength and stress-strain properties are studied. It is featured that the strength envelop of rock fillmaterials is nonlinear,and the stress-strain curve show a softening model or a slight hardening model. The Duncan-Changs stress-strain model is modified for the case of rock fill materials and the variation laws of model parameters in test are discussed." @default.
- W2353710098 created "2016-06-24" @default.
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- W2353710098 date "2005-01-01" @default.
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- W2353710098 title "SHEAR STRENGTH AND STRESS-STRAIN PROPERTIES OF ROCKFILL MATERIALS" @default.
- W2353710098 hasPublicationYear "2005" @default.
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