INVESTIGATION OF GROUND PASS SHIELD TUNNELLING METHOD BASED ON LARGE-SCALE MODEL TEST AND ITS ENGINEERING APPLICATION
ZHANG Zixin;HU Wen;LIU Chao;TENG Li;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;Shanghai Urban Construction Corporation;

..............page:2161-2169

UNIFIED ENERGY YIELD CRITERION OF ROCK
ZHOU Hui;LI Zhen;YANG Yanshuang;ZHANG Chuanqing;SHENG Qian;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;

..............page:2170-2184

A PERMEABILITY EVOLUTION MODEL FOR CRYSTALLINE ROCKS SUBJECTED TO COUPLED THERMO-HYDRO-MECHANICAL LOADING
CHEN Yifeng;HU Ran;ZHOU Chuangbing;JING Lanru;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education;Wuhan University;Royal Institute of Technology;

..............page:2185-2195

EXPERIMENTAL RESEARCH ON ELECTROMAGNETIC EFFECTS FROM SELF-EXPANSION CRACKING OF GRANITE
LIN Peng;KANG Shengzu;WANG Cheng;ZHENG Dong;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;

..............page:2196-2204

THERMO-POROELASTIC COUPLING ANALYSIS OF ROCK DAMAGE AROUND WELLBORE DUE TO CO₂ INJECTION
LI Qi;JING Miao;Stake Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;

..............page:2205-2213

DEVELOPMENT OF A MODELING METHOD FOR MONITORING TUNNEL DEFORMATION BASED ON TERRESTRIAL 3D LASER SCANNING
XIE Xiongyao;LU Xiaozhi;TIAN Haiyang;JI Qianqian;LI Pan;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;Shanghai Yangtze River Tunnel and Bridge Construction Development Co.;Ltd.;

..............page:2214-2224

PROBABILITY MODEL DEDUCTION METHOD OF MOHR-COULOMB CRITERIA PARAMETERS BASED ON NORMAL INFORMATION DIFFUSION PRINCIPLE
GONG Fengqiang;HOU Shangqian;YAN Xiaoming;School of Resources and Safety Engineering;Central South University;

..............page:2225-2234

EXCAVATION DAMAGED ZONE CHARACTERISTICS IN DEEP TUNNEL OF JINPING II HYDROPOWER STATION
LIU Ning;ZHANG Chunsheng;CHU Weijiang;WU Xumin;HydroChina Huadong Engineering Corporation;

..............page:2235-2241

RESEARCH ON STABILITY ESTIMATION OF XIAOWAN ARCH DAM BASED ON DISPLACEMENT BACK ANALYSIS
HE Zhu;LIU Yaoru;YANG Qiang;ZHOU Weiyuan;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;

..............page:2242-2249

xia qi nei rong yu gao

..............page:2249

INVESTIGATION ON MECHANISM OF ENERGY EXPLOSION DURING EXTRACTION OF ISLAND LONGWALL PANEL
WANG Hongwei;JIANG Yaodong;ZHAO Yixin;LIU Shuai;GAO Renjie;School of Mechanics and Civil Engineering;China University of Mining and Technology;State Key Laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;

..............page:2250-2257

RESEARCH ON PARTICLE FLOW APPROACH FOR MODELING FACE FAILURE MECHANISM IN SLURRY SHIELD TUNNELING UNDER COMPLEX GROUND CONDITIONS
HU Xinyu;ZHANG Zixin;College of Urban Construction and Safety Engineering;Shanghai Institute of Technology;Department of Geotechnical Engineering;Tongji University;

..............page:2258-2267

EVALUATION OF APPLICATION EFFECT OF CEMENT-CHEMICAL COMPOUND GROUTING IN FAULT REINFORCEMENT
HAO Minghui;DANG Yuhui;XING Huige;YAO Xin;ZHOU Jiawen;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;SinoHydro Bureau 7 Co.;Ltd.;SinoHydro Group Ltd.;College of Architecture and Environment;Sichuan University;

..............page:2268-2274

USING BATHE ALGORITHM AND SIGNORINI CONDITION TO SOLVE UNCONFINED SATURATED-UNSATURATED SEEPAGE PROBLEMS
LUO Guanyong;PAN Hong;State Key Laboratory of Subtropical Building Science;South China University of Technology;

..............page:2275-2282

DYNAMIC TEST OF INTERFACE STRESS DISTRIBUTION ON A BURIED STRAIGHT-WALL ARCH STRUCTURE SUBJECTED TO BLAST LOADS
ZHOU Jiannan;XUYing;JINFengnian;FANHualin;CHENHailong;WANGPeng;XIEWei;College of Defense Engineering;PLA University of Science and Technology;State Key Laboratory for Disaster Prevention and Mitigation of Explosion and Impact;PLA University of Scienceand Technology;College of Mechanics and Materials;Hohai University;

..............page:2283-2289

ANALYSIS OF DYNAMIC INTERACTION BETWEEN SOIL AND LARGE SUBWAY STATION STRUCTURE UNDER SEISMIC EXCITATION BASED ON 3D MODEL
GU Yin;ZHONG Hua;ZHUO Weidong;College of Civil Engineering;Fuzhou University;

..............page:2290-2299

EXPERIMENTAL STUDY OF ULTIMATE BEARING CAPACITY OF SHIELD TUNNEL REINFORCED BY FULL-RING STEEL PLATE
LIU Xian;TANG Min;LU Liang;WANG Xiuzhi;ZHU Yanfei;Department of Geotechnical Engineering;Tongji University;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;Technical Center of Shanghai Shentong Metro Group Co.;Ltd.;Shanghai Tunnel Engineering Co.;Ltd.;

..............page:2300-2306

RESEARCH ON DAMAGE MODEL OF SINGLE JOINTED ROCK MASSES UNDER COUPLING ACTION OF FREEZE-THAW AND LOADING
LI Xinping;LU Yani;WENG Yangjun;Key Laboratory of Roadway;Bridge and Structure Engineering;Wuhan University of Technology;School of Urban Construction;Hubei Engineering University;

..............page:2307-2315

RESEARCH ON DEFORMATION AND INTERNAL FORCE CHARACTERISTICS OF STEEL SHEET PILE COFFERDAM UNDER DIFFERENT CONSTRUCTION PROCEDURES
PAN Hong;WANG Jiali;CAO Hong;LUO Guanyong;State Key Laboratory of Subtropical Building Science;South China University of Technology;Guangzhou R and F Properties Co.;Ltd.;

..............page:2316-2324

IMPROVED CAM-CLAY MODEL BASED ON HYPERBOLIC CRITICAL STATE AND ITS NUMERICAL IMPLEMENTATION
CHEN Shanxiong;LI Jian;JIANG Lingfa;LU Dingjie;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;

..............page:2325-2333

DEFORMATION MESOMECHANISM OF SANDS WITH DIFFERENT GRAIN GRADATIONS UNDER DIFFERENT STRESS PATHS
KONG Liang;JI Liangliang;CAO Jiefeng;School of Science;Qingdao Technological University;

..............page:2334-2341

CENTRIFUGAL MODEL TEST AND NUMERICAL SIMULATION OF SOFT SOIL FOUNDATION PIT
ZHOU Qiujuan;CHEN Xiaoping;XU Guangming;Department of Civil Engineering;Guangdong Technical College of Water Resources and Electric Engineering;College of Science and Engineering;Jinan University;Nanjing Hydraulic Research Institute;

..............page:2342-2348

SEVERAL ISSUES ON DEFORMATION AND STABILITY ANALYSIS OF BAR-LOAD-SPRING MODEL OF FOUNDATION PIT DESIGN AND RECOMMENDATIONS
WANG Hongxin;ZHOU Song;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;Faculty of Construction and Environment;The Hong Kong Polytechnic University;

..............page:2349-2358

THEORETICAL AND EXPERIMENTAL STUDY OF SIZE EFFECT OF SOIL STRENGTH
FANG Yingguang;FENG Deluan;MAWenxu;GU Renguo;HE Zhiwei;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Building Science;South China University of Technology;

..............page:2359-2367

RESEARCH ON MECHANISM AND COMPUTATIONAL METHOD OF PIPING CHANNEL EXPANSION OF DOUBLE-LAYER DIKE FOUNDATION
JIA Kai;CAO Hong;LI Xinghua;State Key Laboratory of Subtropical Building Science;South China University of Technology;

..............page:2368-2376