摘要
通过普通三轴固结不排水剪切试验获取修正剑桥模型的参数,用MSC.MARC软件进行考虑水土耦合和不考虑水土耦合的三轴排水试验的模拟,并对模拟的试验结果与室内试验进行比较,验证了MARC软件的水土模拟能力.
Soil parameters for Modified Cambridge Model are obtained with stress-strain behavior under conventional triaxial undrained conditions. A drained triaxial test on a normally consolidated clay is simulated with the uncoupled and coupled pore plasticity analysis of a homogeneous.The test value is accorded with triaxial shear test. It demonstrates capability of MARC for fluid-soil analysis.
