1672-741X
2015 Issue 10
Study on Non-linear Rheologic Mechanical Property of Squeezing Deformation of Soft Surrounding Rock in Tunneling and Its Anchorage Mechanism
SUN Jun;PAN Xiaoming;WANG Yong;Department of Geotechnical Engineering;Tongji University;Hangzhou Bodrive Engineering Materials Ltd.;Hanzhou Fengqiang Civil Engineering Research Institute;Shenzhen Metro Group Co.;Ltd.;
SUN Jun;PAN Xiaoming;WANG Yong;Department of Geotechnical Engineering;Tongji University;Hangzhou Bodrive Engineering Materials Ltd.;Hanzhou Fengqiang Civil Engineering Research Institute;Shenzhen Metro Group Co.;Ltd.;
..............page:969-980
man tan kuang shan fa sui dao ji shu jiang zuo kai chang bai
guan bao shu ;
guan bao shu ;
..............page:981
Tunneling by Mining Method: Lecture Ⅰ: Surrounding Rock
GUAN Baoshu;Southwest Jiaotong University;
GUAN Baoshu;Southwest Jiaotong University;
..............page:982-988
Effect on Construction Intervals on Deformation Characteristics of Surface Soil during Construction of Twin-tube Shield-bored Tunnels:Case Study on a Running Tunnel of Line 6 of Tianjin Metro
ZHANG Sherong;YU Mao;DU Xiaoyu;LOU Yu;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;School of Civil Engineering;Tianjin University;China Railway 16th Bureau Group Co.;Ltd;
ZHANG Sherong;YU Mao;DU Xiaoyu;LOU Yu;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;School of Civil Engineering;Tianjin University;China Railway 16th Bureau Group Co.;Ltd;
..............page:989-996
Response of Existing Bridge Piles Induced by Shield Boring and Countermeasures: Case Study on Construction of Running Tunnel from Gaojiayuan Station to Wangjing Station on Line 14 of Beijing Metro
HUANG Aijun;Shanghai Urban Construction Design & Research Institute;
HUANG Aijun;Shanghai Urban Construction Design & Research Institute;
..............page:997-1002
..............page:1002
Analysis on Parameters for Predicting Ground Surface Deformation Induced by Shield Tunneling: Case Study on a Shield-bored Tunnel in Hangzhou
ZHAO Jun;Hangzhou Branch;China Railway Tunnel Group Co.;Ltd.;
ZHAO Jun;Hangzhou Branch;China Railway Tunnel Group Co.;Ltd.;
..............page:1003-1009
Study on Effect of Anti-slide Piles on Integral Stability of Tunnel Portals
MA Qing;China Railway Eryuan Engineering Group Co.;Ltd.;
MA Qing;China Railway Eryuan Engineering Group Co.;Ltd.;
..............page:1010-1014
..............page:1014
Rules and Control Technology of Deformation Caused by Shield Boring Crossing Underneath Existing Ni-Qi Railway
FENG Chao;GAO Zhigang;Xi’an Engineering Co.;Ltd.;China Railway Seventh Bureau Group;School of Architecture and Civil Engineering;Xi’an University of Science and Technology;
FENG Chao;GAO Zhigang;Xi’an Engineering Co.;Ltd.;China Railway Seventh Bureau Group;School of Architecture and Civil Engineering;Xi’an University of Science and Technology;
..............page:1015-1021
Experimental Study on Preparation of Slurry for Slurry Shields:Case Study on Weisanlu Yangtze River Tunnel in Nanjing
ZHANG Ning;ZHU Wei;MIN Fanlu;Key Laboratory of Geomechanics and Embankment Engineering;Hohai University;Ministry of Education;Geotechnical Research Institute of Hohai University;
ZHANG Ning;ZHU Wei;MIN Fanlu;Key Laboratory of Geomechanics and Embankment Engineering;Hohai University;Ministry of Education;Geotechnical Research Institute of Hohai University;
..............page:1022-1027
Mechanical Analysis and Application of Large Rectangular Cross-Section Shield Tunnel
SUN Wei;GUAN Linxing;WEN Zhuyin;Shanghai Municipal Engineering Design Institute Co.;Ltd.;
SUN Wei;GUAN Linxing;WEN Zhuyin;Shanghai Municipal Engineering Design Institute Co.;Ltd.;
..............page:1028-1033
Study on Scheme of Tianjin Metro Line 5 to Cross Dongfeng Interchange
TIAN Junqin;The Third Railway Survey and Design Institute Group Corporation;
TIAN Junqin;The Third Railway Survey and Design Institute Group Corporation;
..............page:1034-1041
..............page:1041
Analysis on Independent Loop Line Consisting of Line 3 and Line 8 of Suzhou Urban Rail Transit System
SUN Yuanguang;Guangzhou Metro Design & Research Institute Co.;Ltd.;
SUN Yuanguang;Guangzhou Metro Design & Research Institute Co.;Ltd.;
..............page:1042-1047
Consolidation Technology for Shield Receiving Section of Metro Tunnels Closely Underneath Existing Metro Line
SUN Guoqing;Beijing Railway Century Geotechnical Engineering Co.;Ltd.;
SUN Guoqing;Beijing Railway Century Geotechnical Engineering Co.;Ltd.;
..............page:1048-1052
Application of Diamond Wire Saw in Demolishing Reinforced Concrete Structure of an Interchange Station of Shenzhen Metro
HE Maozhou;Shenzhen Municipal Engineering Corporation;
HE Maozhou;Shenzhen Municipal Engineering Corporation;
..............page:1053-1059
..............page:1059
Case Study on Construction of Shallow Metro Tunnel by Double Side Heading Method with Core Rock Kept
LI Xiangdong;WANG Wei;Qingdao Metro Group Co.Ltd.;The 2nd Engineering Co.;Ltd.of China Railway Tunnel Group;
LI Xiangdong;WANG Wei;Qingdao Metro Group Co.Ltd.;The 2nd Engineering Co.;Ltd.of China Railway Tunnel Group;
..............page:1060-1065
Countermeasures for Shield Tunneling underneath Shallow Foundation of Taiping North Road Stone Arch Bridge
ZHAO Lifeng;DENG Jianfeng;AN Le;Construction Branch of Suzhou Rail Transit Co.;Ltd.;Changzhou Rail Transit Co.;Ltd.;East China Branch;China Railway No.3 Engineering Group Co.;Ltd.;
ZHAO Lifeng;DENG Jianfeng;AN Le;Construction Branch of Suzhou Rail Transit Co.;Ltd.;Changzhou Rail Transit Co.;Ltd.;East China Branch;China Railway No.3 Engineering Group Co.;Ltd.;
..............page:1066-1070
..............page:1070
Suggestions on Design and Construction of Pump Stations of Shield-bored Running Tunnels in Beijing
YANG Zhuangzhi;Survey;Design & Research Institute;China Railway Tunnel Group Co.Ltd.;
YANG Zhuangzhi;Survey;Design & Research Institute;China Railway Tunnel Group Co.Ltd.;
..............page:1071-1076
Discussion on Survey of Structural Cross-section of Metro Tunnel and Programming of Data Processing
HU Leiming;Shanghai Geotechnical Investigations & Design Institute Co.;Ltd.;
HU Leiming;Shanghai Geotechnical Investigations & Design Institute Co.;Ltd.;
..............page:1077-1081
..............page:1081
Construction Technology for Anti-seepage Wall of Foundation Pit of Dry Dock in Water-rich Sand Strata Adjacent to River:Case Study on Dry Dock of Honggu Tunnel in Nanchang
HAN Xiujuan;CHEN Wang;WANG Qiulin;Shanghai Municipal Engineering Design Institute Co.;Ltd.;The 2nd Engineering Co.;Ltd.of China Railway Tunnel Group;
HAN Xiujuan;CHEN Wang;WANG Qiulin;Shanghai Municipal Engineering Design Institute Co.;Ltd.;The 2nd Engineering Co.;Ltd.of China Railway Tunnel Group;
..............page:1082-1088
Laboratory Experimental Study on Ultrasonic Detection System for Wearing of Shield Cutter
WANG Guanghui;LV Ruihu;Technology Center of China Railway Tunnel Group Co.;Ltd.;
WANG Guanghui;LV Ruihu;Technology Center of China Railway Tunnel Group Co.;Ltd.;
..............page:1089-1096
..............page:1096
Attitude Control Technology for Super-large Cross-section Rectangular Pipe-jacking Machine: Case Study on Tunneling Crossing Underneath Zhongzhou Avenue in Zhengzhou
RONG Liang;YANG Hongjun;China Railway Tunnel Stock Co.;Ltd.;
RONG Liang;YANG Hongjun;China Railway Tunnel Stock Co.;Ltd.;
..............page:1097-1102
Key Technologies for Taihangshan Super-long High-speed Railway Tunnel Group
MA Zhifu;ZHAO Jianfeng;ZHU Yongquan;LI Jianhua;ZHANG Junxing;WANG Hongchang;The Third Railway Survey and Design Institute Group Corporation;Shijiazhuang Tiedao University;China Railway Tunnel Group Co.;Ltd.;China Railway 16th Bureau Group Co.;Ltd.;
MA Zhifu;ZHAO Jianfeng;ZHU Yongquan;LI Jianhua;ZHANG Junxing;WANG Hongchang;The Third Railway Survey and Design Institute Group Corporation;Shijiazhuang Tiedao University;China Railway Tunnel Group Co.;Ltd.;China Railway 16th Bureau Group Co.;Ltd.;
..............page:1103-1111
..............page:1112