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机译:非均质土中浅埋方形隧道的工作面稳定性分析
Cent S Univ Sch Civil Engn Changsha 410075 Hunan Peoples R China;
Cent S Univ Sch Civil Engn Changsha 410075 Hunan Peoples R China|Cent S Univ Key Lab Heavy Haul Railway Engn Struct Minist Educ Changsha 410075 Hunan Peoples R China;
Cent S Univ Sch Math & Stat Changsha 410075 Hunan Peoples R China;
Guizhou Zhongjiao Tonghuai Expressway Co Ltd Tongren 554300 Guizhou Peoples R China;
CCCC Second Highway Engn Co Ltd Xian 710000 Shanxi Peoples R China;
Discrete technique; Face stability of square tunnels; Soil arching effect; Limit analysis theory; Non-homogeneous frictional angle phi;
机译:各向异性非均质土中浅埋方形隧道的土压力分析
机译:考虑非均质各向异性土中孔隙水压力的浅埋隧道面板稳定性
机译:粘性摩擦土壤中浅屏蔽隧道稳定性连续上限极限分析的分析方法
机译:非均质黏土中浅埋隧道面稳定的上界多刚性块解
机译:浅土隧道的三维有限元分析。
机译:考虑孔隙水压力影响的分层土壤浅埋隧道顶板支护压力预测
机译:软土地基浅埋隧道的结构分析
机译:垂直和水平非均质土壤中桩的轴向响应分析