Deep Excavation Design and Construction of a City Square in Wuhan
Chen Juan;WU Xichen;Wuhan Gas and Heating Engineering Co.;Ltd.;Wuhan Design & Research Institute Co.;Ltd.of China Coal Technology & Engineering Group;

..............page:1-3+34

chen tong dao nian liu zu de jiao shou

..............page:3-4

The Application of Deep Mixing Method in Red Clay Soils
JIANG Jinming;School of Water Resources and Environmental Engineering;East China Institute of Technology;

..............page:4-6

Basic Characteristics and Analysis of Xiaochatou Landslide in the Reservoir Area
FU Tiaojin;FANG Yanguo;LIANG Liang;The Yangtze River Three Gorges Survey Research Institute Co.;Ltd.;

..............page:7-10+38

Supporting Techniques of the Metro Tunnel Excavated by Mining Method Crossing the Existing Expressway in the Complex Soil and Rock Strata
BAI Wei;Sinohydro Bureau 7 Co.;Ltd.;

..............page:11-14

Design of a Ship Lock
WEI Liangliang;SUN Dengfeng;Jiangsu Taihu Planning and Design Institute of Water Resources Co.;Ltd.;

..............page:15-18

Stability Evaluation of the Zhucangdong Tunnel Entrance Slope in Gucheng-Zhuxi Expressway
WANG HongMing;LUO Hongming;ZHANG Zhang;WANG Jianping;Hubei Transportation Planning & Design Institute;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Science;Engineering Research Center for Rock-Soil Drilling;Excavation and Protection;Division of Education;China University of Geosciences;Xiangyang Real Estate development Co.Ltd.;National Real Estate Development Group Co.;Kunming Engineering Co.Ltd.;Power Construction Corporation of China;

..............page:19-22+61

Engineering Properties of Pliocene Mudstone in Xihe-Tianshui Section of Shitian Expressway
XU Mingbin;CHEN Guoguo;Shenzhen Expressway Engineering Consulting Co.Ltd.;

..............page:23-25

Analysis of the Column-Supported Embankment Considering the Damage Effect on Geogrids
LI Jineng;WU Kebao;HU Tuanwei;SHENG Yun;Civil Engineering Testing Center;Huazhong University of Science and Technology;

..............page:26-29

Factors Causing Differential Settlements and the Mitigation Measures in the Transition Zone of Cut and Fill Area of a Sheet Pile Supported Embankment
GU Bosen;WANG Jiaqiang;Jiangsu Transportation Institute Group.;Ltd.;

..............page:30-34

A Numerical Analysis of the Rainfall-Induced Seepage and Drainage System for a Residual Soil Slope
SHEN Mengxing;FAN Xiufeng;College of Environment and Resources;Fuzhou University;

..............page:35-38

Numerical Simulation of Tunnel Construction Progress
XIONG Xin;WU Zhenglong;Zhejiang Huadong Construction Engineering Co.;Ltd.;Sinohydro Bureau 7 Co.;Ltd.;

..............page:39-41+55

3D Finite Element Numerical Analysis of the Stability of a Tunnel over the Mined Area
LI Senlin;MA Boheng;GE Yuxiang;XU Fanqiang;LUO Bodang;Zhongkan Geotechnical Investigation Design and Research Institute Co.;Ltd.;Longyan Mine Mining Co.;Hebei Iron and Steel Group;

..............page:42-45

Reservoir Dam Stability Evaluation Method based on Fuzzy Risk Analysis
LIU Baochen;YANG Bai;ZHANG Binghui;XIE Yanhua;ZHANG Chenfu;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;College of Civil Engineering;Guilin University of Technology;Guangxi Urban Construction School;

..............page:46-49

Ground Deformation Induced by the Pipe Jacking
LI Hongfeng;LIU Huanhuan;BAO Xiankai;The Sixth Construction Engineering Company of Zhejiang Province;College of Architecture and Civil Engineering;Inner Mongolia University of Science and Technology;

..............page:50-52

Optimized Design of Spread Footings
ZHENG Feng;LIU Fuchen;Shanhaitian Construction and Installation Engineering Co.Ltd.;Shandong Water Conservancy Vocational College;

..............page:53-55

A New Pile Head Cleanup Method of Large Diameter Bored Concrete Piles
LAI Wenping;Rail Engineering Co.;CCCC the Third Harbor Bureau Group;

..............page:56-57

Comparison between Chinese and European Codes in the Design of Gravity Expanded Wind Turbine Foundations
HUANG Yinghong;China Power Construction Engineering Consulting Central South Co.;Ltd.;

..............page:58-61

Field Testing of the Impacting Installed Closed End Pre-Casted Reinforced Concrete Pipe Piles
LI Xiaozhu;SUN Hai;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd.OF MCC;

..............page:62-66+75

Large-Scale Direct Shear Test on Carbonaceous Mudstone Mixtures
LIU Ziang;MAN Li;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd.OF MCC;Key Laboratory of Karst Environment and Geohazard Prevention;Ministry of Education;Guizhou University;

..............page:67-69

In-situ Tests of Cast-in-Place Reinforced Concrete Piles for Large Oil Refinery Foundations in Karst
MA Yongfeng;RAN Wanyun;ZHOU Dingheng;ZHANG Zhihao;East China Investigation Design and Research Institute;China Petroleum;The First Civil Engineering Co.;Ltd.;CRCC Shanghai Group;Technical University of Munich;

..............page:70-75

Analysis and Determination of the Bearing Capacity of the Composite Foundations in Karst Terrain
LIU Yuancheng;ZHU Kuzhu;College of Civil Architectural Engineering;Guilin University of Technology;Key Laboratory of Guangxi Geotechnical Engineering;

..............page:76-77+80

Fast Calculation of Annular Reinforced Concrete Supporting Piles
LI Qiannan;ZHANG Li;Wuchang University of Technology;China First Metallurgical Group Co.;Ltd.;

..............page:78-80