Triaxial shear tests were also conducted on the two liner specimens to obtain the total and effective shear strength.

再对斑脱土衬里进行三轴固结不排水实验，测定其总剪切强度与有效剪切强度。

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Results from undrained triaxial shear tests show that this model can well describe the stress-strain characteristics of soft clay.

三轴排水剪切试验的验证结果表明，所构建的模型能较为合理地模拟结构性软黏土受荷扰动下的变形过程。

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Secondly, Luojiashan soil samples were selected for the unsaturated triaxial tests and the shear strength parameters were obtained.

然后选取珞珈山土样进行了室内非饱和土的三轴剪切试验，得出试验土样的抗剪强度参数。

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