该淤泥在波浪作用下的固结不排水剪切动强度约为静固结不排水强度的50%。
The undrained cyclic shear strength of the silt is about 50% of the static undrained shear strength.
在考虑塑性区内不排水强度是扰动度的对数函数的基础上，得到了考虑扰动的球形孔扩张的弹塑性解答。
On the basis of the undrained shear strength being the logarithm function of the disturbance degree, the elastoplastic solution of the cylindrical expansion is obtained.
介绍了稳态强度理论的基本概念、稳态强度的固结不排水剪切试验方法及试验结果；
The steady state strength concepts, the consolidated-undrained triaxial shear test method and the test results are introduced.
并且给出用与切线模量相关的标准确定加工硬化型应力——应变关系曲线的破坏点的方法，提供了利用任意固结度下的应力路径求解不排水抗剪强度的计算式。
The method to ascertain the damage point of process harden type stress-strain curve was shown, and the calculate expression of shear strength used by stress path under random consolidation degree.
一罐基础和较薄的柔软的存款和不排水剪切强度随深度增加，边缘的剪切破坏可能是至关重要的。
For a tank foundation with a relatively thin soft deposit and undrained shear strength increasing with depth, the edge shear failure is likely to be the critical one.
减少土样扰动，准确评估粘土不排水抗剪强度的“SHANSEP”室内试验方法及应用。
The concept and application of "SHANSEP" were proposed as a new laboratory test method which can minimize the sampling disturbance and more correctly estimate the undrained shear strength of clay.
对国内外现有的不排水抗剪强度分析方法进行了阐述及对比分析。
Available theories for analysis of the undrained shear strength were presented and compared.
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。
Triaxial shear tests were also conducted on the two liner specimens to obtain the total and effective shear strength.
通过对不同配比的粘土-水泥浆液结石体的室内无侧限抗压强度试验以及三轴固结不排水试验，揭示了各因素对粘土-水泥浆液结石体性质的影响。
Through the unconfined compression test and triaxial rigidity test without drain, the authors studied the properties and influence of different formula for the clay-cement grout.
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.
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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