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• W2368863211 abstract "In order to find the influence of structure and anisotropy on deformation character of natural soft clay,one-dimensional consolidation test,K0consolidation test and triaxial undrained shear test were carried out for soft clay from natural sedimentation in Shanghai.The results show that the properties of soft clay from natural sedimentation in Shanghai are characterized by structure and anisotropy;the compression properties are significantly different before and after structural yielding,and the compression curve is divided into two parts as structural soft soil;the undrained stress path curves with different initial consolidation stresses finally approach the same critical state under isotropic and anisotropic consolidation modes; when initial effective consolidation stress is lower than structural yielding stress of soft clay,the stress-strain curve is strain softening,and when the initial stress is higher than the yielding stress,the characteristic of stress-strain curve is gradually hardening with the increase of the initial stress;when the initial stresses are the same,and are lower than the yielding stress,the peak of undrained shear strength under anisotropic consolidation mode is higher than that under isotropic consolidation mode,and the strain softening after yielding is higher than that under isotropic consolidationmode;after the peak of undrained shear strength arrives,the stress-stain curves under isotropic and anisotropic consolidation modes approach coincidence;when the initial stresses are the same,the pore water pressure under isotropic consolidation mode is higher than that under anisotropic consolidation mode." @default.
• W2368863211 created "2016-06-24" @default.
• W2368863211 creator A5075886196 @default.
• W2368863211 date "2014-01-01" @default.
• W2368863211 modified "2023-09-27" @default.
• W2368863211 title "Test on Deformation Character of Soft Clay Based on Structure and Anisotropy" @default.
• W2368863211 hasPublicationYear "2014" @default.
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