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A pseudo-coupled numerical approach for stability analysisof frozen soil slopes based on finite elementlimit analysis method
Authors:Xi Chen  JianKun Liu  Yuan Feng  Xu Li  YaHu Tian  JianHong Fang
Affiliation:1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China2. Qinghai Research Institute of Transportation, Xining, Qinghai 810001, China;School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;School of Civil Engineering, Tongji University, Shanghai 200092, China;School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;Qinghai Research Institute of Transportation, Xining, Qinghai 810001, China
Abstract:
Keywords:frozen soil   slope stability   pseudo-coupled thermo-hydro-mechanical analysis   finite element   limit analysis
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