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- W2363594219 abstract "A series of triaxial tests were performed on aeolian soil. The degradation characteristics under different consolidation conditions and initial static deviator stiffness were analyzed and a stiffness degradation model considering effective consolidation stress,initial static deviator stress,dynamic stress and number of cycles was proposed. It was shown that in the same consolidation conditions,the stiffness increased with confining pressure increased. Progressive number of cycles,initial deviator stress and dynamic stress ratio accelerate the degradation of stiffness. The stiffness degradation model is proposed on the basis of the test to better reflect the law of stiffness degradation. This relationship was synthesized in the form of an empirical equation,which was further used to describe the dynamic stress-strain relationship of aeolian soil according to modified Masing's rule." @default.
- W2363594219 created "2016-06-24" @default.
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- W2363594219 date "2013-01-01" @default.
- W2363594219 modified "2023-09-24" @default.
- W2363594219 title "Study on dynamic stress-strain relationship of aeolian soil considering degradation of stiffness" @default.
- W2363594219 hasPublicationYear "2013" @default.
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