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- W2364343693 abstract "By using a soil static and dynamic universal triaxial and torsional shear apparatus,stress-controlled undrained cyclic torsional tests were performed on remolded saturated silt prepared by tamping methods with initial sampling water contents of 0% and 10%. The initial anisotropic consolidation conditions included an initial mean principal stress of 100 kPa,an initial intermediate principal stress coefficient of 0. 5,an initial deviator stress ratio of 0. 433,and principal stress initial orientation angles of 0°,30°,and 45°,respectively. During the undrained cyclic shearing process,the mean principal stress and the intermediate principal stress coefficient were fixed. We studied the effects of the initial orientation of the principal stress and the initial sampling water content on the silt's dynamic shearing deformation,its strength,and its pore water pressure development. The test results show that the extent of the initial principal stress orientation's effect on the remolded silt's deformation and strength behaviors varied,and that the initial sampling water content has considerable influence on the cyclic behavior of saturated remolded silt." @default.
- W2364343693 created "2016-06-24" @default.
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- W2364343693 date "2014-01-01" @default.
- W2364343693 modified "2023-09-23" @default.
- W2364343693 title "The Effect of Initial Principal Stress Orientation on the Cyclic Shear Behavior of Saturated Siltehavior of Saturated Silt" @default.
- W2364343693 hasPublicationYear "2014" @default.
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