论文部分内容阅读
通过应力控制式循环三轴试验,研究了饱和软粘土在不排水循环荷载作用下的性状。在考虑影响循环 特性因素的基础上,建立了一种适合上海地区饱和软粘土孔隙水压力的增长模型。
Through stress-controlled cyclic triaxial tests, the behavior of saturated soft clay under undrained cyclic loading was investigated. On the basis of considering the factors affecting the cycle characteristics, a growth model suitable for the pore water pressure of saturated soft clay in Shanghai was established.