Application of the Semi Reverse Construction Method in Complex Supporting Structures
WANG Bin;ZHANG Lingshuai;China Railway Construction Engineering Group Shenzhen Branch;Shenzhen Hongyeji Foundation Engineering Co.Ltd.;

..............page:533-537

Effect the Expanded Base Columns Formed by Percussive Poundings in Loess Soils
WANG Yong;School of Civil Engineering;Lanzhou Jiaotong University;Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province;

..............page:538-540+555

A Case History of Deep Excavation above an Operational Metro Subway
ZHOU Yi;PENG Ying;Chengdu Xingshu Geotechnical Investigation and Foundation Engineering Co.;

..............page:541-543+565

Shear Strength Parameters Determination of the Banpo Landslide at a Hydropower Station Site
SUN Guanghui;XU Yi;MAO Xueshi;Zhejiang Huadong Construction Engineering Co.;Ltd.;

..............page:544-547

Application of PLAXIS Finite Element Method in Deep Excavation for Bridge Foundations
HU Zhixu;The Fourth Engineering Co.Ltd.of CTCE Group;

..............page:548-550+588

Deformation Control in Deep Excavation Supporting System in Beijing Soils
BAO Zhangmin;WANG Dawei;HUANG Gangling;WANG Hongbin;Construction Integrated Geotechnical Investigation and Survey Co.;Ltd.;China Institute of Industrial Relations;

..............page:551-555

Long-term Stability of Reservoir Bank under the Bank Reconstruction Conditions
XIONG Yang;XIANG Yong;Beijing Engineering Corporation Limited;

..............page:556-559

Analysis Method for a Small Diameter Perforated Pilot Pipe Grouting Technique in the Excavation of a Pedestrian Underpass Tunnel
CHEN Jun;LI Yang;SUN Jizhu;Wuhan Municipal Construction Group Co.;Ltd.;Wuhan University of Technology;

..............page:560-562

Landslide Hazards along Highways in Mountainous Area and Their Remediation
ZHAO Xiaofeng;Zhengbang-Chengji Development and Construction Co.;Ltd.;

..............page:563-565

Settlement Prediction in the Chengde Airport Construction
YANG Laihua;JIN Chun;XU Bangshu;DENG Wen;China Railway 12th Bureau Group Co.;Ltd.;Civil Engineering;Shandong University;

..............page:566-568+588

Discussions on Entering into Geotechnical Investigation Business
NIE Lei;Wujiaqu Survey Investigation Design and Research Institute Co.;Ltd.;

..............page:569-571

Numerical Analysis of Anchored Soldier Pile Supporting System Using PLAXIS
JIANG Wenyong;China Railway Eryuan Engineering Group Co.Ltd.;

..............page:572-575

Analysis of a Landslide in Jiexia Village of Gangkou Town,Xiushui County,Jiangxi Province
LENG Congde;WU Yufu;LIU Yun;Jiangxi Center for Geohazards and Emergency Response;

..............page:576-579

Long-term Stability Evaluation of Yannei Tunnel in Xiamen
LV Senpeng;Xiamen Road and Bridge Construction Group Co.Ltd.;

..............page:580-583

Dynamic Finite Member Element Approach for Excavation In Front of Landslide Caisson under Seismic Conditions
LI Shuai;SUN Yong;WU Jinghua;FENG Qizhuang;Key Laboratory of Karst Environment and Geological Hazard Prevention;Guizhou University;Hainan Hydrological and Engineering Geology Investigation Institute Co.;Ltd.;

..............page:584-588

Numerical and Experimental Studies on the Loading Capacity of an Underground Parking Garage
YANG Yang;LIU Yaodong;School of Civil Engineering;Architecture and Environment;Hubei University of Technology;

..............page:589-592

Experimental Studies on Cracks on the Surface of Compacted Expansive Soil
YI Yuan;WANG Weiwei;ZHANG Zhengya;CHEN Qianguang;Wuhan Polytechnic University;

..............page:593-595+600

Correlation Analysis and Applications of Soft Soil Test Results
CHEN Mei;YI Shenzhou;DI Shengjie;ZHANG Lin;HAN Keke;PowerChina Huadong Engineering Corporation;Zhejiang Huadong Construction Engineering Corporation Ltd.;

..............page:596-600

Sample Preparations for Strong Slaking Soft Rocks
LV Longlong;SONG Li;ZHANG Tianyu;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Department of Civil Engineering;Xi’an Jiaotong University;

..............page:601-603

Experimental Studies on the Dynamic Shear Modulus and Damping Ratio of Guilin Red Clay
WANG Zong;WANG Yong;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;Guilin University of Technology;

..............page:604-607+614

Modification of Wet High Liquid Limit Cohesive Soils
CHEN Xuefeng;KONG Yujiang;LIU Longzhang;LONG Guiyu;LIAO Sha;Guizhou Highway Engineering Group Co.;Ltd.;

..............page:608-610+618

Ground Settlement in Soft Soils Due to the Very Large Pile Static Loading Tests with Dead Weights
ZHENG He;ZHANG Zhongze;QIN Zhijun;Xuzhou Construction Engineering Testing Center;

..............page:611-614

In-situ Testing of Rock Mass Parameters at Shiguancai Talus Slope
XU Haiyang;GUO Zhihua;LENG Xianlun;Changjiang Survey Planning Design and Research Co.Ltd.;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;

..............page:615-618