Abstract
The development of stress-induced anisotropy in clay which was not only decided by the maximum stress endured before, but mainly lied on the stress route that reaching the maximum stress point of clay. The development or disappearance means of stress-induced anisotropy of normally consolidated clay, anisotropic consolidation clay and over-consolidated clay with different stress history are analyzed by experiments. Additionally, the effect of stress-induced anisotropy on deformation is also analyzed.
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