机译:桩-梁-拱法施工地铁车站施工过程中支护结构的力学性能及沉降特征的数值分析
Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China|Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China;
Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China|Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China;
Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China|Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China;
Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China|Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China;
subway station construction; Pile-Beam-Arch method; numerical simulation; mechanical performance; ground surface settlement;
机译:使用桩梁法对地铁站建设活动进行地面沉降响应
机译:桩-梁-拱法的地铁车站地面沉降
机译:地铁站建设的表面沉降利用桩梁拱进展
机译:孔压作用下桩-拱-桩法分析地铁车站施工期地表沉降响应
机译:使用堆积式漂移隧道法施工Rio Piedras地下车站所引起的地面变形。
机译:新型预支护系统研究大跨度地铁车站地面沉降与结构变形
机译:地铁站建设施工管屋盖预施工法(PPM)引起的沙子和砾石地层表面沉降的监测与控制
机译:什么是公共地面站的最佳建筑和教学结构,以便为机动旅指挥官提供最佳情报和目标支持。机动旅共用地面站点及其支撑结构和原理的个案研究