中南大学赵炼恒

当前位置: 中文主页 >> 论文成果

Limit equilibrium analysis for stability of soil nailed slope and optimum design of soil nailing parameters

发布时间：2018-07-04

点击次数：

发表刊物：Journal of Central South University

合写作者：Zhao Lian-heng(赵炼恒)., Li Liang, Deng Dong-ping

文献类型：J

是否译文：否

上一条： Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion

下一条： A hydro-mechanical coupling model for predicting infiltration and ponding in unsaturated soils