1004-3152
2014 Issue 2
Effects of Deep Excavation on the Uplift Resistance of Under-reamed Drilled Shafts
CHEN Lu;Shanghai Zhonghuan Investment Development Co.;Ltd.;
CHEN Lu;Shanghai Zhonghuan Investment Development Co.;Ltd.;
..............page:1-4
Analysis of a Deep Excavation Site at Jiangan
SUN Hai;REN Jiangxing;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd.of MCC;Hubei Provincial Academy of Building Research and Design;
SUN Hai;REN Jiangxing;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd.of MCC;Hubei Provincial Academy of Building Research and Design;
..............page:5-8
Dewatering Design for a Deep Excavation of an Industrial Facility
XU Xiaochuan;YANG Zeping;East China Institute of Technology;
XU Xiaochuan;YANG Zeping;East China Institute of Technology;
..............page:9-11
Design of Excavation Support Structures for Resettlement Housing Project of Qingtian Cultural Exhibition Center
DENG Weiping;WANG Shibo;LI Xiangbin;HE Tao;College of Civil Engineering;East China Institute of Technology;Land Resources Bureau of Suichang Country;Zhejiang Engineering Investigation Institute;
DENG Weiping;WANG Shibo;LI Xiangbin;HE Tao;College of Civil Engineering;East China Institute of Technology;Land Resources Bureau of Suichang Country;Zhejiang Engineering Investigation Institute;
..............page:12-15+25
Analysis of Seepage between Drilled Piles in the End Well of a Lager Deep Excavation
SONG Jun;China Railway 14nd Bureau Group Co.Ltd.;
SONG Jun;China Railway 14nd Bureau Group Co.Ltd.;
..............page:16-18+29
Application of the CFG Composite Ground in a High-rise Residential Building
HAN Xiaolei;ZHANG Qiang;School of Environment and Civil Engineering;Chengdu University of Technology;
HAN Xiaolei;ZHANG Qiang;School of Environment and Civil Engineering;Chengdu University of Technology;
..............page:19-21+38
Field Static Uplift Tests of Grouted Steel Pipe Piles
MA Zhongzheng;Shanghai Shentong Metro Group Co.;Ltd.;
MA Zhongzheng;Shanghai Shentong Metro Group Co.;Ltd.;
..............page:22-25
Optimization of the Unloading Platform for Gravity Retaining Walls
MENG Yaodong;WANG Chenxi;Construction Installation Engineering Co.;China Construction Seventh Engineering Division Co.;Ltd.;School of Civil Engineering and Transportation;South China University of Technology;
MENG Yaodong;WANG Chenxi;Construction Installation Engineering Co.;China Construction Seventh Engineering Division Co.;Ltd.;School of Civil Engineering and Transportation;South China University of Technology;
..............page:26-29
Construction Techniques of Highway Tunnels Through a Complete Weathered Fractured Fault
GUO Jian;Qingdao Engineering Branch Co.;Ltd.;China Railway 10th Bureau Group;
GUO Jian;Qingdao Engineering Branch Co.;Ltd.;China Railway 10th Bureau Group;
..............page:30-33
Construction Techniques of Dry Silty Sand Soils at the Arch of a Large Section Tunnel
HOU Gang;The 3rd Engineering Co.;Ltd.;China Railway 12th Bureau Group;
HOU Gang;The 3rd Engineering Co.;Ltd.;China Railway 12th Bureau Group;
..............page:34-38
Conceptual Design of Guangfu Road under Cross Tunnel
SHI Taiwei;China Railway Siyuan Survey and Design Group Co.;Ltd.;
SHI Taiwei;China Railway Siyuan Survey and Design Group Co.;Ltd.;
..............page:39-42+162
Cross Section of Lining Structure Optimization in Nanjing No.3 Metro Line
ZHANG Liangliang;Institution of Underground Engineering;China Railway SiYuan Survey and Design Group Co.;Ltd;
ZHANG Liangliang;Institution of Underground Engineering;China Railway SiYuan Survey and Design Group Co.;Ltd;
..............page:43-46
Pipeline Excavation Instance In Silt Layer
PENG Ying;LUO Hongbing;Chengdu Xingshu Geotechnical Investigation & Foundation Engineering Co.;Ltd;China Machinery;TIDI Geotechnical Engineering Co.;Ltd.;
PENG Ying;LUO Hongbing;Chengdu Xingshu Geotechnical Investigation & Foundation Engineering Co.;Ltd;China Machinery;TIDI Geotechnical Engineering Co.;Ltd.;
..............page:47-49
Experimental Study of Using CFG Columns Improving Subgrade of Lanxin Passenger Rail Line in Gobi Desert
DONG Hui;WANG Min;NIE Zhihong;MA Yiyue;College of Civil Engineering and Mechanics;Xiangtan University;Civil Architectural Engineering College;Central South University;
DONG Hui;WANG Min;NIE Zhihong;MA Yiyue;College of Civil Engineering and Mechanics;Xiangtan University;Civil Architectural Engineering College;Central South University;
..............page:50-53
Subgrade Construction Techniques for Chengdu-Chongqing Passenger Rail
ZHAO Huan;Shanxi Railway Institute;
ZHAO Huan;Shanxi Railway Institute;
..............page:54-55+74
Analysis and Mitigation of a Landslide in Silty Clay Slope adjacent to a High Speed Rail
LUO Xiyuan;China Railway Siyuan Survey and Design Group Co.;Ltd.;
LUO Xiyuan;China Railway Siyuan Survey and Design Group Co.;Ltd.;
..............page:56-59
Formation Mechanism and Control Measures of a Landslide in Nanba Township,Xuanhan Co.
CHEN Sijiao;JIANG Yan;XU Min;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;
CHEN Sijiao;JIANG Yan;XU Min;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;
..............page:60-63
Stability Analysis and Mitigation of a High Cut Slope in Wushan County,Three Gorges Reservoir Area
GUAN Hongfei;XIAO Shirong;SONG Guilin;MING Chengtao;College of Civil Engineering & Architecture;Three Gorges University;
GUAN Hongfei;XIAO Shirong;SONG Guilin;MING Chengtao;College of Civil Engineering & Architecture;Three Gorges University;
..............page:64-67
Optimization of Ground Anchor with Lattice Beam in Ma-Zhu Highway Slope Protections
HUANG Huaixuan;HUANG Zhigang;WANG Bin;ZHU Jiebing;Hubei Provincial Communications Investment Co.;Ltd.;Key Laboratory of Geotechnial Engineering;Ministry of Water Resources;Yangtze River Scientific Research Institute;
HUANG Huaixuan;HUANG Zhigang;WANG Bin;ZHU Jiebing;Hubei Provincial Communications Investment Co.;Ltd.;Key Laboratory of Geotechnial Engineering;Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:68-70+86
Preliminary Slope Stability Design for an Industrial Area
AI Jianqiu;XU Xiang;ZHENG Shun;Donghua University of Science and Technology;
AI Jianqiu;XU Xiang;ZHENG Shun;Donghua University of Science and Technology;
..............page:71-74
Numerical Simulation and field monitoring of Pile-anchor Supporting Structure in deep excavation in Chengdu
YANG Qing;QIAN Xiao;ZHU Lianhua;FAN Kaiquan;CHEN Huixian;Sichuan Chengdu Xingshu Investigation and Foundation Engineering Co.;School of Mechanics & Civil Engineering;China University of Mining & Technology;
YANG Qing;QIAN Xiao;ZHU Lianhua;FAN Kaiquan;CHEN Huixian;Sichuan Chengdu Xingshu Investigation and Foundation Engineering Co.;School of Mechanics & Civil Engineering;China University of Mining & Technology;
..............page:75-79
Factors Affecting Deep Excavation Supporting System
SHI Huanhuan;TIE Guoguo;XU Guangbing;LI Xueping;College of Resources;Hebei University of Engineering;
SHI Huanhuan;TIE Guoguo;XU Guangbing;LI Xueping;College of Resources;Hebei University of Engineering;
..............page:80-82
FLAC3D Analysis of a Deep Excavation Support Near Existing Building
CAI Lei;AN Kang;College of Civil Engineering;Guizhou University;
CAI Lei;AN Kang;College of Civil Engineering;Guizhou University;
..............page:83-86
Simulation of Construction Process of Deep Foundation Pit in Complex Environment
WU Qigang;HE Na;GUO Hongyan;Yiyang Construction Engineering Group Co.;Ltd;Guangdong Polytechnic Institute;School of Civil Engineering and Transportation;South China University of Technology;
WU Qigang;HE Na;GUO Hongyan;Yiyang Construction Engineering Group Co.;Ltd;Guangdong Polytechnic Institute;School of Civil Engineering and Transportation;South China University of Technology;
..............page:87-90+94
Review of Single Pile Load-Settlement Predictions Based on of Transfer Function
WAN Longxiang;ZHANG Qingwen;College of Civil Engineering;Southwest Forestry University;
WAN Longxiang;ZHANG Qingwen;College of Civil Engineering;Southwest Forestry University;
..............page:91-94
Numerical Analysis on Behavior of Friction Pile Groups
LIN Zhiyong;DAI Zihang;Institute of Geotechnical engineering;Fuzhou University;College of Civil Engineering;Fujian University of Technology;
LIN Zhiyong;DAI Zihang;Institute of Geotechnical engineering;Fuzhou University;College of Civil Engineering;Fujian University of Technology;
..............page:95-98+108
Discussions on Helical Compaction Cast-In-Place Piles
XING Chaoyang;Anhui and Huai River Water Resources Research Institute;
XING Chaoyang;Anhui and Huai River Water Resources Research Institute;
..............page:99-101
Review of the Extra Long Cast In Place Concrete Piles in Tianjin Area
HAN Li;SUN Lihua;Tianjin Huaxin Investigation and Design Co.;Ltd.;Tianjin Geological and Engineering Investigation Institute;Co.;
HAN Li;SUN Lihua;Tianjin Huaxin Investigation and Design Co.;Ltd.;Tianjin Geological and Engineering Investigation Institute;Co.;
..............page:102-104+111
Stability of Surrounding Rock Mass in Shallow Tunnels under Unsymmetrical Pressures
LEI Gang;Liaohe Petroleum Engineering Co.;Ltd;CNPC;
LEI Gang;Liaohe Petroleum Engineering Co.;Ltd;CNPC;
..............page:105-108
Numerical Analysis of Stress Distributions on a Pressurized Arch
HAN Xiaolin;Guangzhou Geological Investigation and Foundation Engineering Co.;
HAN Xiaolin;Guangzhou Geological Investigation and Foundation Engineering Co.;
..............page:109-111
Weathered Rock Mass and Supporting System Interactions of a Under Sea Tunnel Considering Rheological Effects
HUANG Bo;Xiamen Transportation Infrastructure Construction Engineering Quality Assurance Station;
HUANG Bo;Xiamen Transportation Infrastructure Construction Engineering Quality Assurance Station;
..............page:112-116
Grain Characteristics in Sandstone in Wunlong Group of Cretaceous Age at Tangjiawan,Yichang City
LIU Li;LI Rui;ZHANG Xiaojuan;WU Gaochang;College of Civil Engineering and Architecture;Three Gorges Unversity;College of Water Conservancy and Environment;Three Gorges Unversity;
LIU Li;LI Rui;ZHANG Xiaojuan;WU Gaochang;College of Civil Engineering and Architecture;Three Gorges Unversity;College of Water Conservancy and Environment;Three Gorges Unversity;
..............page:117-120
Effect of Lignin Content on the Direct Shear Strength of Sprayed Soil Base Layer in Slope Restorations
LI Ying;CHEN Jinhong;ZUO Shuangying;YE Mingliang;College of Resources and Environmental Engineering;Guizhou University;
LI Ying;CHEN Jinhong;ZUO Shuangying;YE Mingliang;College of Resources and Environmental Engineering;Guizhou University;
..............page:121-123+149
Field Studies of Soil Mixing Columns and Geogrid Applications in Mitigating of Differential Settlement at the End of Bridges
HU Qizhi;XU Xuewen;YUAN Haifeng;Hubei University of Technology;
HU Qizhi;XU Xuewen;YUAN Haifeng;Hubei University of Technology;
..............page:124-128
Geotechnical Investigation Aspects of Nanjing Metro
ZHOU Chao;HUANG Jianhua;Nanjing Design&Research Institute;China Coal Technology&Engineering Group;China Machinery;TIDI Geotechnical Engineering Co.;Ltd.;
ZHOU Chao;HUANG Jianhua;Nanjing Design&Research Institute;China Coal Technology&Engineering Group;China Machinery;TIDI Geotechnical Engineering Co.;Ltd.;
..............page:129-132
Stability of High Open Pit Rock Slopes under Blast Loading
ZHANG Deng;JIAN Wenbin;College of Environment and Resources;Fuzhou University;Institute of Geotechnical and Geological Engineering;Fuzhou University;
ZHANG Deng;JIAN Wenbin;College of Environment and Resources;Fuzhou University;Institute of Geotechnical and Geological Engineering;Fuzhou University;
..............page:133-137
Experimental Study of Stress Relaxation Characteristics of Regular Rock Mass Discontinuties
ZHOU Wenfeng;SHEN Mingrong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
ZHOU Wenfeng;SHEN Mingrong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:138-141
Skid Test Study on Interface between Crushed Stone and Concrete
HAN Xiaolei;WEI Lei;WANG Haigang;ZHANG Dongdong;School of Civil Engineering;Xi’an University of Architecture and Technology;
HAN Xiaolei;WEI Lei;WANG Haigang;ZHANG Dongdong;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:142-144
Experimental Study on Dynamic Strength of Tailing Materials
YU Hao;XU Muming;CHEN Hongquan;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd.of MCC;
YU Hao;XU Muming;CHEN Hongquan;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd.of MCC;
..............page:145-149
Limestone Characterization By Small Scale Model Tests
LI Wenhui;GAO Meiben;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
LI Wenhui;GAO Meiben;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:150-153
Different Loading Procedures in the Horizontal Static Loading Tests on Single Piles
BAO Yanjun;TANG Dongmei;Hunan Kechuang Electrical Engineering and Technology Co.;Ltd.;Traffic science research institute of hunan province;
BAO Yanjun;TANG Dongmei;Hunan Kechuang Electrical Engineering and Technology Co.;Ltd.;Traffic science research institute of hunan province;
..............page:154-158
The Deformation of the Movable Bearing Plates on the Uniaxial Compression Test Results of Intact Rock Samples
HE Xiaoqing;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd.of MCC;
HE Xiaoqing;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd.of MCC;
..............page:159-162
Frequency Domain Analysis of Ground Penetrating Radar in Detecting the Karst Rock Cavity under Pile Tips
ZHANG Zhang;SUN Tao;LIU Jidong;ZHOU Zenghui;TANG Xinjian;School of Electric Information;Wuhan University;No.2 Geological Investigation Division;Hebei Geology and Mineral Exploration Bureau;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHANG Zhang;SUN Tao;LIU Jidong;ZHOU Zenghui;TANG Xinjian;School of Electric Information;Wuhan University;No.2 Geological Investigation Division;Hebei Geology and Mineral Exploration Bureau;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:163-166+170
Application of Origin9.0 in the Blasting Vibration Monitoring Data Process
TU Lidong;CHENG Kang;LIU Pan;CAO Tianshu;School of Civil Engineering and Architecture;Wuhan University of Technology;Construction Project Quality Supervision of Yiling;
TU Lidong;CHENG Kang;LIU Pan;CAO Tianshu;School of Civil Engineering and Architecture;Wuhan University of Technology;Construction Project Quality Supervision of Yiling;
..............page:167-170