论文部分内容阅读
通过对饱和软黏土进行一系列应力控制的循环三轴试验 ,结合各向同性弹塑性边界面模型数值模拟 ,得出了软黏土在不排水条件下受循环荷载作用时的累积残余变形规律。
Through the cyclic triaxial tests of saturated soft clay with a series of stress control and the numerical simulation of the isotropic elastic-plastic boundary model, the cumulative residual deformation of soft clay under cyclic loading under undrained conditions is obtained.