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对广州原状结构性粉质黏土进行了在等应力比加载条件下的固结不排水真三轴剪切试验,引入一个新的概念中应变比系数bε,分析了结构性粉质黏土在该条件下的力学和变形性质。
A true undrained true triaxial shear test was carried out on intact structural silty clay in Guangzhou under a condition of equal stress ratio loading. A new concept of the strain ratio ratio bε was introduced to analyze the effect of structural silty clay on this condition Under the mechanical and deformation properties.