本文介绍了上海菜工程地基饱和粘土的无侧限试验、直剪试验及三轴不固结不排水试验的结果。

This paper introduces the results of unconfined compression test, direct shear test and unconsolidated undrained triaxial test for saturated clay at a site in Shanghai.

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对兰州原状黄土不同剪切方位、不同含水量试样进行了一系列常规三轴不固结不排水剪切试验研究。

Based on the tri-axial test results, the influence of water content and shearing bearings on Lanzhou s loess shear strength parameters.

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通过应力控制固结不排水三轴试验，研究了饱和黄土的稳态强度特性及超固结对其不排水性状的影响。

Steady state strength and undrained behavior of saturated loess are studied under stress-controlled undrained triaxial consolidation experiments.

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