1000-4548
2014 Issue S2
Calculation and distribution of active earth pressure against flexible retaining walls
YING Hong-wei;ZHU Wei;ZHENG Bei-bei;WANG Xiao-gang;Research Center of Costal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Zhejiang Southeast Architecture Design Co. Ltd.;
YING Hong-wei;ZHU Wei;ZHENG Bei-bei;WANG Xiao-gang;Research Center of Costal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Zhejiang Southeast Architecture Design Co. Ltd.;
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qian yan
xu yang qing ;
xu yang qing ;
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Effect of bolt length and slope rate on optimum anchorage angle
LIN Hang;ZHONG Wen-wen;XIONG Wei;TANG Wen-yu;CAO Ping;School of Resources & Safety Engineering;Central South University;Key Laboratory of Highway Construction& Maintenance Technology in Loess Region;Shanxi Transportation Research Institute;Key Laboratory of Mechanics on Disaster and Environment in Western China;Ministry of Education;
LIN Hang;ZHONG Wen-wen;XIONG Wei;TANG Wen-yu;CAO Ping;School of Resources & Safety Engineering;Central South University;Key Laboratory of Highway Construction& Maintenance Technology in Loess Region;Shanxi Transportation Research Institute;Key Laboratory of Mechanics on Disaster and Environment in Western China;Ministry of Education;
..............page:7-11
Anti-overturning stability analysis of cement-soil gravity retaining wall under different earth pressure modes
MAO Ming-qiang;XIONG Ju-hua;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;
MAO Ming-qiang;XIONG Ju-hua;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;
..............page:12-17
Numerical simulation of safety evaluation of alluvial silt foundation pits along Qiantang River
YANG Ying-xiao;CHEN Feng;Urban Construction College;Zhejiang Shuren University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Zhejiang Xinjie Construction Co.;Ltd.;
YANG Ying-xiao;CHEN Feng;Urban Construction College;Zhejiang Shuren University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Zhejiang Xinjie Construction Co.;Ltd.;
..............page:18-23
Rebound effect of rock & soil excavation based on M–C elastic-plastic constitutive model
YUAN Hai-ping;HAN Zhi-yong;LIN Hang;WANG Bin;CHEN Shui-mei;School of Civil Engineering;Hefei University of Technology;The State Key Laboratory of Coal Resources and Mine Safety;CUMT;School of Resources & Safety Engineering;Central South University;
YUAN Hai-ping;HAN Zhi-yong;LIN Hang;WANG Bin;CHEN Shui-mei;School of Civil Engineering;Hefei University of Technology;The State Key Laboratory of Coal Resources and Mine Safety;CUMT;School of Resources & Safety Engineering;Central South University;
..............page:24-29
Numerical analysis of instability soil-nailing wall in deep foundation pits containing soft soil layer at middle and deep parts
SHAN Ren-liang;DONG Hong-guo;CHEN Dai-kun;School of Mechanics and Civil Engineering;China University of Mining and Technology;
SHAN Ren-liang;DONG Hong-guo;CHEN Dai-kun;School of Mechanics and Civil Engineering;China University of Mining and Technology;
..............page:30-35
Method for earth pressure in design of steel sheet pile cofferdam
TANG Jin-song;XIONG Bao-lin;School of Civil Engineering;Shijiazhuang Tiedao University;Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education;
TANG Jin-song;XIONG Bao-lin;School of Civil Engineering;Shijiazhuang Tiedao University;Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education;
..............page:36-41
Displacements and internal forces of retaining structures in center-island excavation based on foundation resistance method
ZHANG Ai-jun;ZHANG Zhi-yun;School of Civil Engineering;Guangzhou University;Guangdong Provincial Academy of Building Research;
ZHANG Ai-jun;ZHANG Zhi-yun;School of Civil Engineering;Guangzhou University;Guangdong Provincial Academy of Building Research;
..............page:42-47
Plastic deformation of soft clay under dynamic loading of deep foundation construction in Wuhan
FENG Xiao-la;CUI De-shan;LI Xiang;YI Ming-ming;LIU Wen-yuan;Faculty of Engineering;China University of Geosciences;
FENG Xiao-la;CUI De-shan;LI Xiang;YI Ming-ming;LIU Wen-yuan;Faculty of Engineering;China University of Geosciences;
..............page:48-55
Application of hardening soil model in deep excavations supported by pile-anchor and pile-braced composite supporting structures
XIE Jian-bin;ZENG Xian-ming;HU Jing-you;WEN Yi-bo;WU Chang-chang;Department of Civil Engineering;Yunnan University;The Third Research Institute of the Corps of Engineers;General Staff of PLA;Kunming Junlong Geotechnical Engineering Co.;Ltd.;
XIE Jian-bin;ZENG Xian-ming;HU Jing-you;WEN Yi-bo;WU Chang-chang;Department of Civil Engineering;Yunnan University;The Third Research Institute of the Corps of Engineers;General Staff of PLA;Kunming Junlong Geotechnical Engineering Co.;Ltd.;
..............page:56-63
Influence of temperature stress on internal force and deformation of retaining structures for deep excavations
XIANG Yan;Construction Engineering Design Review Office of Wuhan;
XIANG Yan;Construction Engineering Design Review Office of Wuhan;
..............page:64-69
Simplified calculation of heaving of soldier piles during excavation of foundation pits
ZHAI Li-jia;DING Zhi;WANG Jin-yan;Architectural & Civil Engineering Design Institute Co.;Ltd. Hangzhou;Department of Civil Engineering;Zhejiang University City College;College of Civil Engineering and Architecture;Zhejiang University;
ZHAI Li-jia;DING Zhi;WANG Jin-yan;Architectural & Civil Engineering Design Institute Co.;Ltd. Hangzhou;Department of Civil Engineering;Zhejiang University City College;College of Civil Engineering and Architecture;Zhejiang University;
..............page:70-76
Comparative research on design approaches on retaining structure for deep foundation pits in Chinese and European geotechnical design codes
LI Yuan-song;DUAN Xin;LI Yang;LI Xin-ping;School of Resource and Civil Engineering;Wuhan Institute of Technology;Hubei Key Laboratory of Road-bridge and Structure Engineering;Wuhan University of Technology;
LI Yuan-song;DUAN Xin;LI Yang;LI Xin-ping;School of Resource and Civil Engineering;Wuhan Institute of Technology;Hubei Key Laboratory of Road-bridge and Structure Engineering;Wuhan University of Technology;
..............page:77-81
Overall stability analysis of scattered pile-soil-nailing composite retaining system for foundation pits
LIU Cheng-chi;YANG Min;LIU Bin;GU Hai-dong;College of Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;
LIU Cheng-chi;YANG Min;LIU Bin;GU Hai-dong;College of Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;
..............page:82-86
Three-dimensional numerical analysis of factors affecting deformation of pile-anchor-support composite retaining structures for deep foundation pits
SHAO Quan;XU Xue-lian;XU Song;XU Jun;TIAN Ming;Faculty of Engineering;China University of Geosciences;
SHAO Quan;XU Xue-lian;XU Song;XU Jun;TIAN Ming;Faculty of Engineering;China University of Geosciences;
..............page:87-91
Design and analysis of supports for deep foundation pit under an existing high-steep retaining wall
HUANG Cheng-zhong;CCTEG Chongqing Engineering Co.;Ltd.;
HUANG Cheng-zhong;CCTEG Chongqing Engineering Co.;Ltd.;
..............page:92-98
Control technology of interface retaining structures of multiple adjacent deep excavations in silty sand
YUAN Jing;CHEN Jin-you;LIU Xing-wang;HE Xiao-long;Zhejiang Province Architectural Design and Research Institute;Hangzhou New East town Construction and Investment Co.;Ltd.;
YUAN Jing;CHEN Jin-you;LIU Xing-wang;HE Xiao-long;Zhejiang Province Architectural Design and Research Institute;Hangzhou New East town Construction and Investment Co.;Ltd.;
..............page:99-105
Sensitivity analysis of design parameters of soil-nailing and prestressed anchor structure for deep excavations
ZHOU Yong;ZHANG Lei;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
ZHOU Yong;ZHANG Lei;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
..............page:106-112
Correlations of physical and mechanical properties of typical soft soils in Wuhan
QU Ruo-feng;XU Guang-li;WANG Jin-feng;MA Yun;LI Jiang-long;FENG Shuang;ZHANG Fang-tao;Faculty of Engineering;China University of Geosciences;Wuhan Metro Group Co.;Ltd.;Central Southern Geotechnical Design Institute Co.;Ltd.;
QU Ruo-feng;XU Guang-li;WANG Jin-feng;MA Yun;LI Jiang-long;FENG Shuang;ZHANG Fang-tao;Faculty of Engineering;China University of Geosciences;Wuhan Metro Group Co.;Ltd.;Central Southern Geotechnical Design Institute Co.;Ltd.;
..............page:113-119
Influencing factors for shear strength of Malan and Lishi compacted loess in Lanzhou
JIA Liang;ZHU Yan-peng;ZHU Jun-chuan;College of Civil Engineering;Lanzhou University of Technology;Western Center of Disaster Mitigation in Civil Engineering;Ministry of Education;
JIA Liang;ZHU Yan-peng;ZHU Jun-chuan;College of Civil Engineering;Lanzhou University of Technology;Western Center of Disaster Mitigation in Civil Engineering;Ministry of Education;
..............page:120-124
Shear strength of lacustrine deposits in soft soil area of Kunming
LIU Jiang-tao;YANG Zheng-dong;SUN Fei-da;GUO Yi-peng;LAI Zheng-fa;YAN Rui-jing;Kunming Prospecting Design Institute of China Noferrous Metals Industry;Central South University;Shaanxi Fangyuan Engineering Design;
LIU Jiang-tao;YANG Zheng-dong;SUN Fei-da;GUO Yi-peng;LAI Zheng-fa;YAN Rui-jing;Kunming Prospecting Design Institute of China Noferrous Metals Industry;Central South University;Shaanxi Fangyuan Engineering Design;
..............page:125-129
Formula for rigidity coefficient of soil anchor in “Technical specification for retaining and protection of building foundation excavations”
NIE Zi-yun;TAN Xiao-bing;WANG Zheng-song;LI Feng-xiang;The Third Railway Survey and Design Institute Group Corporation;China Railway Engineering Consulting Group Co.;Ltd.;
NIE Zi-yun;TAN Xiao-bing;WANG Zheng-song;LI Feng-xiang;The Third Railway Survey and Design Institute Group Corporation;China Railway Engineering Consulting Group Co.;Ltd.;
..............page:130-135
Numerical simulation of double-row bored concrete piles in foundation pits
QIAN Ming;East China Investigation and Design Institute of CNPC;
QIAN Ming;East China Investigation and Design Institute of CNPC;
..............page:136-139
Influence of excavation on adjacent rigid-flexible piles considering change of void ratio coefficient with depth
MA Shao-kun;HUANG Yan-zhen;CHEN Xin;JIANG Jie;SHAO Yu;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety;Guangxi University;College of Stomatology of Guangxi Medical University;China Shipbuilding NDRI Engineering Co.;Ltd.;
MA Shao-kun;HUANG Yan-zhen;CHEN Xin;JIANG Jie;SHAO Yu;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety;Guangxi University;College of Stomatology of Guangxi Medical University;China Shipbuilding NDRI Engineering Co.;Ltd.;
..............page:140-145
Numerical simulation of influence on mechanical behavior of flexible retaining method with prestressed anchor
TU Bing-xiong;JIA Jin-qing;YU Jin;CAI Yan-yan;LIU Shi-yu;Geotechnical Engineering Institute;Huaqiao University;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Key Laboratory of Hydraulic and Waterway Engineering of the Ministry of Education;Chongqing Jiaotong University;
TU Bing-xiong;JIA Jin-qing;YU Jin;CAI Yan-yan;LIU Shi-yu;Geotechnical Engineering Institute;Huaqiao University;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Key Laboratory of Hydraulic and Waterway Engineering of the Ministry of Education;Chongqing Jiaotong University;
..............page:146-153
Design and claculation of vertical besring capacity of diaphragm wall
SUN Feng;XU Yang-qing;ZHANG Jing-wen;Wuhan Design & Research institute Co.;Ltd. of China Coal Technology & Engineering Group;
SUN Feng;XU Yang-qing;ZHANG Jing-wen;Wuhan Design & Research institute Co.;Ltd. of China Coal Technology & Engineering Group;
..............page:154-158
Analysis of steel sheet pile cofferdam using finite element method
DU Chuang;DING Hong-yan;ZHANG Pu-yang;LI Jing;School of Civil Engineering;Tianjin University;Civil Engineering Technology Research Center of Hebei Province;College of Civil Engineering;Hebei University of Technology;
DU Chuang;DING Hong-yan;ZHANG Pu-yang;LI Jing;School of Civil Engineering;Tianjin University;Civil Engineering Technology Research Center of Hebei Province;College of Civil Engineering;Hebei University of Technology;
..............page:159-164
Optimization design and construction of large deep foundation pit groups in northwestern areas of China
YANG Xiao-hui;ZHU Yan-peng;GUO Nan;HUANG Xue-feng;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;Department of Architectural Engineering;Logistical Engineering University of PLA;
YANG Xiao-hui;ZHU Yan-peng;GUO Nan;HUANG Xue-feng;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;Department of Architectural Engineering;Logistical Engineering University of PLA;
..............page:165-173
Simplified method for steel micropiles in treatment of excavation landslide
HE Yong-qiang;YANG Shi-jiao;LUO Hui;CHEN Rong;School of Nuclear Resources Engineering;University of South China;Geotechnical Engineering Research Center;Hunan Yanneng Design Studies Ltd.;School of Environment and Safety Engineering;University of South China;
HE Yong-qiang;YANG Shi-jiao;LUO Hui;CHEN Rong;School of Nuclear Resources Engineering;University of South China;Geotechnical Engineering Research Center;Hunan Yanneng Design Studies Ltd.;School of Environment and Safety Engineering;University of South China;
..............page:174-179
Analysis on rock-arch effect of anti-slide piles and rational pile spacing in engineering project
ZHANG Qian;LI Shu-cai;ZHANG Qian-qing;LI Li-ping;XU Fei;YANG Shang-yang;Research Center of Geotechnical and Structural Engineering;Shandong University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining & Technology;
ZHANG Qian;LI Shu-cai;ZHANG Qian-qing;LI Li-ping;XU Fei;YANG Shang-yang;Research Center of Geotechnical and Structural Engineering;Shandong University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining & Technology;
..............page:180-185
Stabilty reliability analysis of composite soil nailing structures with prestressed anchors
HUI Chen-yi;ZHU Yan-peng;YE Shuai-hua;Key Laboratory of Disaster Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
HUI Chen-yi;ZHU Yan-peng;YE Shuai-hua;Key Laboratory of Disaster Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
..............page:186-190
Brief introduction to worldwide test types of anchorage
FU Wen-guang;China Jing Ye Engineering Corporation Limited Company;
FU Wen-guang;China Jing Ye Engineering Corporation Limited Company;
..............page:191-197
Combined application of multiple support forms in design of super-large deep foundation pits
ZHANG Yu-cheng;YANG Guang-hua;HU Hai-ying;ZHONG ZHi-hui;WEN Yong;CHEN Fu-qiang;Guangdong Research Institute of Water Resources and Hydropower;The Geotechnical Engineering Technology Center of Guangdong Province;The Emergency Technology Research Center of Guangdong Province for Public Events;College of Water Conservancy and Civil Engineering;South China Agricultural University;School of Civil and Architectural Engineering;Wuhan University;
ZHANG Yu-cheng;YANG Guang-hua;HU Hai-ying;ZHONG ZHi-hui;WEN Yong;CHEN Fu-qiang;Guangdong Research Institute of Water Resources and Hydropower;The Geotechnical Engineering Technology Center of Guangdong Province;The Emergency Technology Research Center of Guangdong Province for Public Events;College of Water Conservancy and Civil Engineering;South China Agricultural University;School of Civil and Architectural Engineering;Wuhan University;
..............page:198-204
Construction technology and engineering applications of capsule-type under-reamed ground anchor
LIU Zhong;GUO Gang;ZHANG Yi;DENG Yi-bing;LU Jing-chun;Central Research Institute of Building and Construction of MCC Group;China Jingye Engineering Corporation Limited;Ocean Environment and Engineering College;Shanghai Maritime University;
LIU Zhong;GUO Gang;ZHANG Yi;DENG Yi-bing;LU Jing-chun;Central Research Institute of Building and Construction of MCC Group;China Jingye Engineering Corporation Limited;Ocean Environment and Engineering College;Shanghai Maritime University;
..............page:205-211
Construction technology for connecting passage of foundation pit under existing optical fiber cables of Greeland Center
LOU Nan;LIU Jun-yan;CAO Han-qing;CUI Wei-jiu;Shanghai Construction Group;School of Civil Engineering and Architecture;University of Jinan;Engineering Technology Research Center on Urban Underground Engineering Support and Risk Monitoring of Shandong Province;School of Civil Engineering;Tongji University;
LOU Nan;LIU Jun-yan;CAO Han-qing;CUI Wei-jiu;Shanghai Construction Group;School of Civil Engineering and Architecture;University of Jinan;Engineering Technology Research Center on Urban Underground Engineering Support and Risk Monitoring of Shandong Province;School of Civil Engineering;Tongji University;
..............page:212-215
Anchor pipe support for excavations in coastal sand foundation
CHEN Shao-ping;FENG Cheng;CHEN Wen-hua;Wuhan Geological Survey Basic Engineering Co.;Ltd.;Wuhan Geological Survey Basic Engineering Co.;Ltd.;Zhuhai Branch;
CHEN Shao-ping;FENG Cheng;CHEN Wen-hua;Wuhan Geological Survey Basic Engineering Co.;Ltd.;Wuhan Geological Survey Basic Engineering Co.;Ltd.;Zhuhai Branch;
..............page:216-221
Application of TRD cement-soil wall in deep excavations in Wuhan area
WEI Xiang;LIANG Zhi-rong;LI Bo;ZHU Zuo-meng;Shanghai Shen Yuan Geotechnical Engineering Co.;Ltd;Department of Civil Engineering;Wenzhou University;Shanghai Zhiping Geotechnical Engineering Co.;Ltd.;
WEI Xiang;LIANG Zhi-rong;LI Bo;ZHU Zuo-meng;Shanghai Shen Yuan Geotechnical Engineering Co.;Ltd;Department of Civil Engineering;Wenzhou University;Shanghai Zhiping Geotechnical Engineering Co.;Ltd.;
..............page:222-226
New slurry pressure type soil-nailing technology and its working mechanism
ZHANG Xu-hui;WU Xin;YU Jian-lin;HE Meng;GONG Xiao-nan;Ningbo Half-Hill Investment Co.;Ltd.;Key Laboratory of Soft Soils and Geoenvironmental Engineering;Ministry of Education;Zhejiang University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Hanjia Design Group Co.;Ltd.;
ZHANG Xu-hui;WU Xin;YU Jian-lin;HE Meng;GONG Xiao-nan;Ningbo Half-Hill Investment Co.;Ltd.;Key Laboratory of Soft Soils and Geoenvironmental Engineering;Ministry of Education;Zhejiang University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Hanjia Design Group Co.;Ltd.;
..............page:227-232
Prevention measures for diffraction flows around H-type steel joint of diaphragm wall
MA Qin;ZHOU Ya-jun;Wuhan Geological Survey and Foundation Engineering Co.;Ltd.;
MA Qin;ZHOU Ya-jun;Wuhan Geological Survey and Foundation Engineering Co.;Ltd.;
..............page:233-235
Application and analysis of reinforcement effect of soil between double-row piles in deep foundation pits located in 1(st) terrace near Yangtze River
WANG Biao;XU Guang-yao;SHI Mu-jun;Wuhan Geotechnical Engineering and Surveying Co.;Ltd.;Wuhan Geomatic Institute;
WANG Biao;XU Guang-yao;SHI Mu-jun;Wuhan Geotechnical Engineering and Surveying Co.;Ltd.;Wuhan Geomatic Institute;
..............page:236-241
Application of SMW retaining wall in deep foundation pits of urban roads
DAI Pan;CHEN Ling;WEI Yu-chun;Yunnan Provincial Plan Design and Research Institute of Communications;
DAI Pan;CHEN Ling;WEI Yu-chun;Yunnan Provincial Plan Design and Research Institute of Communications;
..............page:242-244
Analysis of a design example of a deep foundation pit in Wuhan
LIU Xiu-zhen;CHENG Jie-lin;WEN Guo-xuan;XU Shui-chao;China Machinery TIDI Geotechnical Engineering Co.;Ltd.;
LIU Xiu-zhen;CHENG Jie-lin;WEN Guo-xuan;XU Shui-chao;China Machinery TIDI Geotechnical Engineering Co.;Ltd.;
..............page:245-249
Construction techniques for large deep foundation pits in deep silt layer
ZHANG Ju-shou;CAO Yang;GAO Yun-feng;WANG Chun-yan;China Mcc20 Group Corp.;Ltd.;
ZHANG Ju-shou;CAO Yang;GAO Yun-feng;WANG Chun-yan;China Mcc20 Group Corp.;Ltd.;
..............page:250-253
Effect of curtain’s role in retaining on deformation of deep excavations
CHEN Peng-fei;GONG Xiao-nan;LIU Nian-wu;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;
CHEN Peng-fei;GONG Xiao-nan;LIU Nian-wu;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;
..............page:254-258
Optimization of dewatering wells in deep foundation pit considering effect of retaining structure
WANG Kang-da;TONG Li-yuan;WANG Zhan-sheng;LIU Song-yu;Institute of Geotechnical Engineering;Southeast University;Suzhou Railway Company;
WANG Kang-da;TONG Li-yuan;WANG Zhan-sheng;LIU Song-yu;Institute of Geotechnical Engineering;Southeast University;Suzhou Railway Company;
..............page:259-264
Assessment of effect of dewatering of excavations on nearby piers of operating high-speed railways
MENG Chang-jiang;XIONG Da-sheng;ZHAO Hai-su;ZHANG Yan;YU Ting-xin;China Railway Siyuan Survey and Design Group Ltd;
MENG Chang-jiang;XIONG Da-sheng;ZHAO Hai-su;ZHANG Yan;YU Ting-xin;China Railway Siyuan Survey and Design Group Ltd;
..............page:265-268
Lessons from impact of rising of ground water level on underground engineering in Tokyo
XU Guang-li;MA Yun;ZHANG Jie-qing;FAN Shi-kai;QU Ruo-feng;Engineering Research Center of Rock & Soil Drilling & Excavation and Protection of Ministry of Education;China University of Geosciences;Central Southern Geotechnical Design Institute Co.;Ltd.;Wuhan City Construction Project Design Review Office;Wuhan Huatai Geotechnical Engineering Company;
XU Guang-li;MA Yun;ZHANG Jie-qing;FAN Shi-kai;QU Ruo-feng;Engineering Research Center of Rock & Soil Drilling & Excavation and Protection of Ministry of Education;China University of Geosciences;Central Southern Geotechnical Design Institute Co.;Ltd.;Wuhan City Construction Project Design Review Office;Wuhan Huatai Geotechnical Engineering Company;
..............page:269-273
Floatation-resistant stability of open excavation tunnels in offshore shallow stratum
LIU Ji-guo;GUO Xiao-hong;CHENG Yong;WANG Qi-tong;CHEN Wei-zhong;China Second Highway Survey;Design and Research Institute of Communications;Zhuhai Connecting Line Managerial Center of Hong Kong-Zhuhai-Macao Bridge;Institute of rock and Soil Mechanics;China academy of Sciences;
LIU Ji-guo;GUO Xiao-hong;CHENG Yong;WANG Qi-tong;CHEN Wei-zhong;China Second Highway Survey;Design and Research Institute of Communications;Zhuhai Connecting Line Managerial Center of Hong Kong-Zhuhai-Macao Bridge;Institute of rock and Soil Mechanics;China academy of Sciences;
..............page:274-278
Dewatering and monitoring analysis of a deep foundation pit in Lanzhou
LI Yuan-xun;ZHU Yan-peng;YE Shuai-hua;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
LI Yuan-xun;ZHU Yan-peng;YE Shuai-hua;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
..............page:279-283
Land subsidence caused by pits seepage erosion of deep foundation with suspended diaphragm walls in Shanghai
ZHANG Xing-sheng;LU Yao-ru;WANG Jian-xiu;WONG Henry;LIU Qi;Institute of Resources and Environment;North China Institute of Water Resources and Electric Power;Department of Geotechnical Engineering;Tongji University;Département Génie Civil et Batiment;Université de Lyon;Ecole Nationale des Travaux Publics de l’Etat;Vaulx-en-Velin 69120;France;
ZHANG Xing-sheng;LU Yao-ru;WANG Jian-xiu;WONG Henry;LIU Qi;Institute of Resources and Environment;North China Institute of Water Resources and Electric Power;Department of Geotechnical Engineering;Tongji University;Département Génie Civil et Batiment;Université de Lyon;Ecole Nationale des Travaux Publics de l’Etat;Vaulx-en-Velin 69120;France;
..............page:284-290
Quality management of groundwater control of foundation pits
QU Cheng-song;Shanghai Changkai Geotechnical Engineering Company;
QU Cheng-song;Shanghai Changkai Geotechnical Engineering Company;
..............page:291-293
Effects of dewatering methods on seepage and deformation of foundation pits
MA Chang-hui;MAO Yun;HUANG Wei;CAI Hong;Central-South Architectural Design Institute Co.;Ltd.;School of Civil Engineering;Hubei Industrial University;State Key Laboratory of Hydroscience and Engineering;Department of Hydraulic Engineering;Tsinghua University;Hubei Central South Exploration & Foundation Engineering Co.;Ltd.;
MA Chang-hui;MAO Yun;HUANG Wei;CAI Hong;Central-South Architectural Design Institute Co.;Ltd.;School of Civil Engineering;Hubei Industrial University;State Key Laboratory of Hydroscience and Engineering;Department of Hydraulic Engineering;Tsinghua University;Hubei Central South Exploration & Foundation Engineering Co.;Ltd.;
..............page:294-298
Numerical simulation analysis of dewatering and recharge process of deep foundation pits
HUANG Ying-chao;XU Yang-qing;Wuhan Design & Research institute Co.;Ltd. of China Coal Technology & Engineering Group;
HUANG Ying-chao;XU Yang-qing;Wuhan Design & Research institute Co.;Ltd. of China Coal Technology & Engineering Group;
..............page:299-303
Small-strain behavior-based method for eflect of excavations on adjacent pile foundations
MU Lin-long;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministy of Education;Tongji University;
MU Lin-long;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministy of Education;Tongji University;
..............page:304-310
Effect of sandy soil deep excavation engineering on adjacent circumstance
YU Jian-lin;XIA Xiao;ZHANG Wei;HU Li-ke;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering;Ministry of Education;Zhejiang University;Hangzhou Longfor Properties Co.;Ltd.;
YU Jian-lin;XIA Xiao;ZHANG Wei;HU Li-ke;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering;Ministry of Education;Zhejiang University;Hangzhou Longfor Properties Co.;Ltd.;
..............page:311-318
Deformation characteristics of deep excavations based on mass data
YU Jun;GONG Xiao-nan;LI Yuan-hai;College of Civil Engineering and Architecture;Zhejiang University of Technology;College of Civil Engineering and Architecture;China University of Mining and Technology;College of Civil Engineering and Architecture;Zhejiang University;
YU Jun;GONG Xiao-nan;LI Yuan-hai;College of Civil Engineering and Architecture;Zhejiang University of Technology;College of Civil Engineering and Architecture;China University of Mining and Technology;College of Civil Engineering and Architecture;Zhejiang University;
..............page:319-324
Settlement of buildings with shallow foundations induced by excavation in soft soils
LIU Nian-wu;GONG Xiao-nan;YU Feng;TANG Heng-si;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;China Construction Fifth Engineering Division Corp. Ltd.;
LIU Nian-wu;GONG Xiao-nan;YU Feng;TANG Heng-si;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;China Construction Fifth Engineering Division Corp. Ltd.;
..............page:325-329
Numerical simulation and analysis of surrounding environment deformation influenced by excavation of foundation pits under complex conditions
FENG Xiao-la;XIONG Zong-hai;MO Yun;PANG Jian-chen;Faculty of Engineering;China University of Geosciences;Wuhan Fengda Geological Engineering Ltd.;Wuhan Huazhong Geotechnical Engineering Ltd.;
FENG Xiao-la;XIONG Zong-hai;MO Yun;PANG Jian-chen;Faculty of Engineering;China University of Geosciences;Wuhan Fengda Geological Engineering Ltd.;Wuhan Huazhong Geotechnical Engineering Ltd.;
..............page:330-336
Effect of excavation of foundation pits on settlement and stability of buildings at top of slopes
SHEN Jian;QIU Zi-feng;XU Xiao-yu;School of Civil and Architectural Engineering;Wuhan University;
SHEN Jian;QIU Zi-feng;XU Xiao-yu;School of Civil and Architectural Engineering;Wuhan University;
..............page:337-342
Prediction for ground settlement of deep excavations based on wavelet analysis
GUO Jian;ZHA Lü-ying;PANG You-chao;SHEN Shuang-shuang;XIA Peng;School of Civil Engineering and Architecture;Wuhan Polytechnic University;The Third Engineering Scientific Research Institute of the Headquarters of the General Staff;
GUO Jian;ZHA Lü-ying;PANG You-chao;SHEN Shuang-shuang;XIA Peng;School of Civil Engineering and Architecture;Wuhan Polytechnic University;The Third Engineering Scientific Research Institute of the Headquarters of the General Staff;
..............page:343-347
Countermeasures and influences of deep excavations on retaining structures of existing high slopes
LEI Yong;TANG Geng-chen;HU Ming;Department of Architectural Engineering;Logistical Engineering University of PLA;China Coal Technology & Engineering Group;Chongqing Design & Research institute;
LEI Yong;TANG Geng-chen;HU Ming;Department of Architectural Engineering;Logistical Engineering University of PLA;China Coal Technology & Engineering Group;Chongqing Design & Research institute;
..............page:348-353
Field test on mechanical properties and deformation characteristics of double-row piles with different embedded depths
ZUO Dian-jun;DENG Cheng-fa;Geotechnical Engineering Research Center;Tianjin Research Institute for water transport engineering;M.O.T.;Geotechnical Research Institute;Hohai University;Geotechnical Research Institute;Zhejiang institute of Hydraulics & Estuary;
ZUO Dian-jun;DENG Cheng-fa;Geotechnical Engineering Research Center;Tianjin Research Institute for water transport engineering;M.O.T.;Geotechnical Research Institute;Hohai University;Geotechnical Research Institute;Zhejiang institute of Hydraulics & Estuary;
..............page:354-359
Deformation characteristic of piles foundation pit engineering of urban rail transit in Beijing
WU Feng-bo;JIN Huai;ZHU Shao-kun;Beijing Urban Construction Exploration and Surveying Design Research Institute Co.;Ltd.;Xingtai Wanxin Engineer Design Co.;Ltd.;
WU Feng-bo;JIN Huai;ZHU Shao-kun;Beijing Urban Construction Exploration and Surveying Design Research Institute Co.;Ltd.;Xingtai Wanxin Engineer Design Co.;Ltd.;
..............page:360-367
Analytical prediction and numerical simulation of effect of a deep excavation project of wuhan metro on nearby viaduct
HU Bin;WANG Xin-gang;FENG Xiao-la;HU Qi-chen;WANG Wei;School of Engineering;China University of Geosciences;Wuhan Fengda Geological Engineering Ltd.;Anhui Communications Consulting & Design Institute;
HU Bin;WANG Xin-gang;FENG Xiao-la;HU Qi-chen;WANG Wei;School of Engineering;China University of Geosciences;Wuhan Fengda Geological Engineering Ltd.;Anhui Communications Consulting & Design Institute;
..............page:368-373
Numerical simulation of deformation characteristics of supporting structure of deep foundation pits
SHUAI Hong-yan;CHEN Shao-ping;ZENG Zhi;Hubei Institute of Urban Geological Engineering;
SHUAI Hong-yan;CHEN Shao-ping;ZENG Zhi;Hubei Institute of Urban Geological Engineering;
..............page:374-380
Influence of foundation pit excavation on displacement of existing metro tunnels and technical measures
HUANG Zhao-wei;HUANG Xin;HU Xue-ying;QI Lin;Tianjin Architecture Design Institute;
HUANG Zhao-wei;HUANG Xin;HU Xue-ying;QI Lin;Tianjin Architecture Design Institute;
..............page:381-385
Numerical study on a deep excavation of transportation hub underlying operating railways and a metro station
LI Ming-guang;XU An-jun;DONG Feng;CHEN Jin-jian;WANG Jian-hua;Department of Civil Engineering;Shanghai Jiaotong University;Shanghai Foundation Engineering Co.;Ltd.;
LI Ming-guang;XU An-jun;DONG Feng;CHEN Jin-jian;WANG Jian-hua;Department of Civil Engineering;Shanghai Jiaotong University;Shanghai Foundation Engineering Co.;Ltd.;
..............page:386-390
Numerical analysis of influence of deep excavations on adjacent subway tunnels
ZUO Dian-jun;SHI Lin;LI Ming-ming;JI Wen-dong;Geotechnical Engineering Research Center;Tianjin Research Institute for water transport engineering;M.O.T.;Geotechnical Research Institute;Hohai University;Shenzhen Geotechnical Engineering Co.;Ltd.;
ZUO Dian-jun;SHI Lin;LI Ming-ming;JI Wen-dong;Geotechnical Engineering Research Center;Tianjin Research Institute for water transport engineering;M.O.T.;Geotechnical Research Institute;Hohai University;Shenzhen Geotechnical Engineering Co.;Ltd.;
..............page:391-395
Interaction between internal bracing and anchor cable of deep foundation pits in complex soft soil areas
ZHOU Zan-liang;FU Yan-bin;QIU Jian-jin;ZHAO Jun;HE Chuang;Shenzhen Geotechnical Investigation and Surveying Institute Co.;Ltd.;Shenzhen University;Shenzhen Parkland Real Estate Development Co.;Ltd.;
ZHOU Zan-liang;FU Yan-bin;QIU Jian-jin;ZHAO Jun;HE Chuang;Shenzhen Geotechnical Investigation and Surveying Institute Co.;Ltd.;Shenzhen University;Shenzhen Parkland Real Estate Development Co.;Ltd.;
..............page:396-399
Sheltering effect of existing subsurface structures on displacement of retaining wall of foundation pits
LIU Yan;NIE Shu-min;LIU Tao;School of Civil Engineering and Architecture;University of Jinan;Engineering Technology Research Center on Urban Underground Engineering Support and Risk Monitoring of Shandong Province;School of Resources and Environment;University of Jinan;College of Environmental Science and Engineering;Ocean University of China;
LIU Yan;NIE Shu-min;LIU Tao;School of Civil Engineering and Architecture;University of Jinan;Engineering Technology Research Center on Urban Underground Engineering Support and Risk Monitoring of Shandong Province;School of Resources and Environment;University of Jinan;College of Environmental Science and Engineering;Ocean University of China;
..............page:400-403
Monitoring and numerical simulation of deformation law of deep foundation pit of subway station in Lanzhou collapsible loess
WU Yi-qian;ZHU Yan-peng;School of Civil Engineering;Lanzhou University of Technology;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;
WU Yi-qian;ZHU Yan-peng;School of Civil Engineering;Lanzhou University of Technology;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;
..............page:404-411
Monitoring of double-row piles and high buildings adjacent to deep foundation pits
LI Dong-hai;WANG Meng-shu;YANG Guang-wu;LIU Jun;ZHANG Ding-li;Tunnel and Underground Engineering Research Center of Ministry of Education;Beijing Jiaotong University;Beijing Municipal Engineering Research Institute;Beijing major Projects Construction Headquarters Office;Beijing University of Civil Engineering and Architecture;
LI Dong-hai;WANG Meng-shu;YANG Guang-wu;LIU Jun;ZHANG Ding-li;Tunnel and Underground Engineering Research Center of Ministry of Education;Beijing Jiaotong University;Beijing Municipal Engineering Research Institute;Beijing major Projects Construction Headquarters Office;Beijing University of Civil Engineering and Architecture;
..............page:412-417
Experimental study on mechanical properties of hoop-disconnectable coupling in internal support system of excavation engineering
ZHANG Ming-ju;ZHAO Hong-chao;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;
ZHANG Ming-ju;ZHAO Hong-chao;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;
..............page:418-423
Measured characteristics of a deep soft soil excavation in complex environment
YING Hong-wei;SUN Wei;Lü Meng-jun;CHEN Dong;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;The Hangzhou canal group investment and Development Co.;Ltd.;Zhejiang Province Institute of Architectural Design and Research;
YING Hong-wei;SUN Wei;Lü Meng-jun;CHEN Dong;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;The Hangzhou canal group investment and Development Co.;Ltd.;Zhejiang Province Institute of Architectural Design and Research;
..............page:424-430
Measurement and numerical analysis of effect of excavation of foundation pits on metro tunnels
HU Hai-ying;ZHANG Yu-cheng;YANG Guang-hua;ZHONG Zhi-hui;CHEN Fu-qiang;College of Water Conservancy and Civil Engineering;South China Agricultural University;Guangdong Research Institute of Water Resources and Hydropower;The Geotechnical Engineering Technology Center of Guangdong Province;The Emergency Technology Research Center of Guangdong Province for Public Events;School of Civil and Architectural Engineering;Wuhan University;
HU Hai-ying;ZHANG Yu-cheng;YANG Guang-hua;ZHONG Zhi-hui;CHEN Fu-qiang;College of Water Conservancy and Civil Engineering;South China Agricultural University;Guangdong Research Institute of Water Resources and Hydropower;The Geotechnical Engineering Technology Center of Guangdong Province;The Emergency Technology Research Center of Guangdong Province for Public Events;School of Civil and Architectural Engineering;Wuhan University;
..............page:431-439
Displacement monitoring and deformation characteristics of a deep foundation pit in Lanzhou
YE Shuai-hua;CHEN Chang-liu;KOU Wei-wei;ZHU Yan-peng;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;Gansu Zhongwei Construction Cost Consulting Co.;Ltd.;China Mobile Group Gansu Co.;Ltd.;
YE Shuai-hua;CHEN Chang-liu;KOU Wei-wei;ZHU Yan-peng;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;Gansu Zhongwei Construction Cost Consulting Co.;Ltd.;China Mobile Group Gansu Co.;Ltd.;
..............page:440-445
Monitoring and analysis of excavation based on supporting structures of double-row piles and prestressed anchor cables
WANG Hong-yun;YAO Xiao-bo;ZHANG Yao;HU Jin;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd. of MCC;
WANG Hong-yun;YAO Xiao-bo;ZHANG Yao;HU Jin;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd. of MCC;
..............page:446-450
Measured deformation of a semi-circular foundation pit in Shanghai soft soils
ZHANG Zhong-jie;TANG Xiang;WANG Jian-hua;Shanghai Urban Construction Design and Research Institute;Department of Civil Engineering;Shanghai Jiaotong University;
ZHANG Zhong-jie;TANG Xiang;WANG Jian-hua;Shanghai Urban Construction Design and Research Institute;Department of Civil Engineering;Shanghai Jiaotong University;
..............page:451-454
Monitoring and numerical simulation of axial forces of struts for foundation pit of a metro transfer station
ZHANG Guang-jian;YAO Xiao-bo;HU Jin;Wuhan Surveying-geotechnical Research Institute Co.;Ltd. of MCC;
ZHANG Guang-jian;YAO Xiao-bo;HU Jin;Wuhan Surveying-geotechnical Research Institute Co.;Ltd. of MCC;
..............page:455-459
Monitoring analysis of structural construction of deep thick sand shaft in Zhanjiang Bay
LIAO Wen-lai;ZHANG Jun-lu;CHEN Xiao-wen;DUAN Feng-hu;LI Xing;Guangdong Research Institute of Water Resources and Hydropower;Geotechnical Engineering Technology Research Center of Guangdong Province;The Construction Management Department of Jain River Water Supply Project of Zhanjiang City;
LIAO Wen-lai;ZHANG Jun-lu;CHEN Xiao-wen;DUAN Feng-hu;LI Xing;Guangdong Research Institute of Water Resources and Hydropower;Geotechnical Engineering Technology Research Center of Guangdong Province;The Construction Management Department of Jain River Water Supply Project of Zhanjiang City;
..............page:460-465
Monitoring study on anchor tension of deep excavation engineering of Wangjing A1-C-4 Project
ZHANG Qin-xi;LIU Xin;College of Architecture And Civil Engineering;Beijing University of Technology;
ZHANG Qin-xi;LIU Xin;College of Architecture And Civil Engineering;Beijing University of Technology;
..............page:466-470
Monitoring analysis of super large and deep foundation pit in alluvial plain of Yellow River
XU Fei;WANG Wei-ming;ZHANG Qian-qing;LI Shu-cai;LI Li-ping;LIU Hong-liang;ZHANG Qian;Research Center of Geotechnical and Structural Engineering;Shandong University;College of Civil Engineering and Architecture;Shandong University of Science and Technology;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;State Key Laboratory for GeoM echanics and Deep Underground Engineering;China University of Mining & Technology;
XU Fei;WANG Wei-ming;ZHANG Qian-qing;LI Shu-cai;LI Li-ping;LIU Hong-liang;ZHANG Qian;Research Center of Geotechnical and Structural Engineering;Shandong University;College of Civil Engineering and Architecture;Shandong University of Science and Technology;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;State Key Laboratory for GeoM echanics and Deep Underground Engineering;China University of Mining & Technology;
..............page:471-478
Case study of settlement of adjacent buildings caused by excavation of a deep foundation pit
XIA Chao;LIU Xiu-zhen;Wuhan Geological Prospecting & Foundation Engineering Co.;Ltd.;China Machinery TIDI Geotechnical Engineering Co.;Ltd.;
XIA Chao;LIU Xiu-zhen;Wuhan Geological Prospecting & Foundation Engineering Co.;Ltd.;China Machinery TIDI Geotechnical Engineering Co.;Ltd.;
..............page:479-482
Design practice and monitoring analysis of deep excavations adjacent to protective historic buildings
LIANG Zhi-rong;CHEN Ying;HUANG Kai-yong;Shanghai Shen Yuan Geotechnical Engineering Co.;Ltd.;
LIANG Zhi-rong;CHEN Ying;HUANG Kai-yong;Shanghai Shen Yuan Geotechnical Engineering Co.;Ltd.;
..............page:483-488
Experimental study on effect of pressure grouting parameters on bearing capacity behavior of soil nailings
ZHANG Guang-xing;GUAN Lin-bo;Department of Civil Engineering;Tongji Zhejiang College;
ZHANG Guang-xing;GUAN Lin-bo;Department of Civil Engineering;Tongji Zhejiang College;
..............page:489-494
Effects of dewatering on adjacent underground pipelines during excavation of deep foundation pit at a metro station in Lanzhou
ZHOU Yong;WEI Song-qi;ZHU Yan-peng;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
ZHOU Yong;WEI Song-qi;ZHU Yan-peng;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
..............page:495-499
Monitoring technology of deformation of continuous concrete wall based on BOTDA
DING Yong;WANG Ping;LI Peng-fei;XIA Tao;TANG Jin-long;Nanjing University of Science and Technology;China First Metallurgical Construction Co.;Ltd.;
DING Yong;WANG Ping;LI Peng-fei;XIA Tao;TANG Jin-long;Nanjing University of Science and Technology;China First Metallurgical Construction Co.;Ltd.;
..............page:500-503