1、

Furthermore, the undrained mechanical behavior of the porous chalk has been studied.

进一步, 我们研究了白垩岩在不排水条件下三轴压缩的塑性力学特性.

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2、

Based on the researches of the other scholars and the critical state soil mechanics, theoretical formulas of the undrained strength under K0 compression and extension stress condition were derived with consideration of induced anisotropy.

从临界状态土力学出发,考虑K0固结引起的诱发各向异性,推导了K0固结条件下三轴压缩和三轴拉伸不排水强度的理论计算公式。

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3、

Because of the stress induced anisotropy caused by the initial anisotropic stress state, the undrained shear strength usually displays anisotropic nature.

初始不等向固结状态可引起应力诱发各向异性,因而K0固结粘土的不排水剪强度通常表现为各向异性。

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