Rock-soil slope stability analysis by two-phase random media and finite elements

• 作 者: Yong Liu Huawen Xiao Kai Yao J
• 机 构: StateKeyLaboratoryofWaterResourcesandHydropowerEngineeringScience,DepartmentofCivil&,Environmenta
• 出 处: 地学前缘：英文版
• 发表日期: 2018年6期
• 关键词: SLOPES stability Numerical COMPUTATION Statistical analysis FINITE-ELEMENT model

To investigate the strong randomnature of the geometric interfaces between soil and rock,a rock-soil slope is considered as a two-phase randommedium.A nonlinear translation of a Gaussian field is utilized to simulate the two-phase randommedia,such that th