论文部分内容阅读
在大型三轴仪上进行素碎石土和加筋碎石土排水剪切试验 ,探讨了加筋碎石土的应力 -应变特性 ;提出了塑料土工格栅加筋碎石土的E_S非线性本构关系模型 ,并确定了模型的计算参数 ,为加筋碎石土的理论计算提供了依据
In a large triaxial apparatus on the gravel soil and reinforced gravel soil drainage shear test to explore the stress-strain characteristics of reinforced gravel soil; proposed plastic geogrid-reinforced gravel soil E_S nonlinear Constitutive model, and the calculation parameters of the model are confirmed, which provide the basis for the theoretical calculation of the reinforced gravel soil