1000-6915
2015 Issue 12
yan shi li xue yu gong cheng xue bao zheng gao jian ze
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:2374
APPARENT PRECONSOLIDATION STRESS AND SEALING CHARACTERISTICS OF ARGILLACEOUS CAP ROCKS
LIU Junxin;YANG Chunhe;LIU Wei;HUO Liang;MAO Haijun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering and Architecture;Southwest University of Science and Technology;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;
LIU Junxin;YANG Chunhe;LIU Wei;HUO Liang;MAO Haijun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;School of Civil Engineering and Architecture;Southwest University of Science and Technology;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;
..............page:2377-2387
EXPERIMENTAL STUDY ON ACOUSTIC EMISSION CHARACTERISTICS AND MECHANICAL BEHAVIOURS OF THERMALLY DAMAGED MARBLE
GUO Qinglu;RONG Guan;YAO Mengdi;CHENG Long;YANG Jie;PENG Jun;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;
GUO Qinglu;RONG Guan;YAO Mengdi;CHENG Long;YANG Jie;PENG Jun;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;
..............page:2388-2400
ANALYSIS OF DIFFUSION OF GROUT IN POROUS MEDIA CONSIDERING INFILTRATION EFFECTS
LI Shucai;ZHENG Zhuo;LIU Rentai;FENG Xiao;SUN Zizheng;ZHANG Lianzhen;Geotechnical and Structural Engineering Research Center;Shandong University;
LI Shucai;ZHENG Zhuo;LIU Rentai;FENG Xiao;SUN Zizheng;ZHANG Lianzhen;Geotechnical and Structural Engineering Research Center;Shandong University;
..............page:2401-2409
RESEARCH ADVANCES IN THE CHARACTERIZATION OF TRANSPORTATION AND DEPOSITION OF SUSPENDED PARTICLES IN POROUS MEDIA
LIU Quansheng;CUI Xianze;ZHANG Chengyuan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LIU Quansheng;CUI Xianze;ZHANG Chengyuan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2410-2427
IMPACT RISK APPRAISAL OF STOPE WORKING FACES BASED ON STRESS SUPERIMPOSITION
JIANG Fuxing;SHU Couxian;WANG Cunwen;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
JIANG Fuxing;SHU Couxian;WANG Cunwen;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
..............page:2428-2435
A NEW MULTI-FUNCTIONAL TRUE TRIAXIAL FLUID-SOLID COUPLING EXPERIMENT SYSTEM AND ITS APPLICATIONS
YIN Guangzhi;LI Minghui;XU Jiang;WANG Weizhong;LI Wenpu;LI Xing;SONG Zhenlong;DENG Bozhi;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;College of Resources and Environmental Sciences;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;Chongqing University;
YIN Guangzhi;LI Minghui;XU Jiang;WANG Weizhong;LI Wenpu;LI Xing;SONG Zhenlong;DENG Bozhi;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;College of Resources and Environmental Sciences;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;Chongqing University;
..............page:2436-2445
ONE-DIMENSIONAL INTEGRAL METHOD OF RELIABILITY ANALYSIS FOR STRUCTURAL STABILITY OF TUNNEL LINING CONSISTING OF ROCKBOLTS AND SHOTCRETE BASED ON BUILD-UP ARCH THEORY
SU Yonghua;LIANG Bin;LIU Shaofeng;LI Shuai;College of Civil Engineering;Hunan University;
SU Yonghua;LIANG Bin;LIU Shaofeng;LI Shuai;College of Civil Engineering;Hunan University;
..............page:2446-2454
..............page:2454
FAILURE CHARACTERISTICS OF ROCK WITH TWO PRE-EXISTING TRANSFIXION CRACKS UNDER TRIAXIAL COMPRESSION
XIAO Taoli;LI Xinping;JIA Shanpo;Rock and Soil Mechanics Engineering Research Center;Yangtze University;Key Laboratory of Roadway Bridge and Structure Engineering;Wuhan University of Technology;
XIAO Taoli;LI Xinping;JIA Shanpo;Rock and Soil Mechanics Engineering Research Center;Yangtze University;Key Laboratory of Roadway Bridge and Structure Engineering;Wuhan University of Technology;
..............page:2455-2462
APPLICATION OF THE LINEARLY INDEPENDENT HIGH-ORDER NUMERICAL MANIFOLD METHOD IN FRACTURE MECHANICS
XU Dongdong;YANG Yongtao;ZHENG Hong;WU Aiqing;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
XU Dongdong;YANG Yongtao;ZHENG Hong;WU Aiqing;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2463-2473
EXPERIMENTAL AND NUMERICAL STUDIES OF THE MIXED-MODE Ⅰ AND Ⅱ CRACK PROPAGATION UNDER DYNAMIC LOADING USING SHPB
WANG Meng;ZHU Zheming;XIE Jun;College of Architecture and Environment;Sichuan University;
WANG Meng;ZHU Zheming;XIE Jun;College of Architecture and Environment;Sichuan University;
..............page:2474-2485
INFLUENCE OF COAL SEAM PLASTIC ZONE ON HARD ROOF MECHANICAL BEHAVIOUR
PAN Yue;GU Shitan;WANG Zhiqiang;School of Civil Engineering;Qingdao Technological University;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and Ministry of Science and Technology;Shandong University of Science and Technology;College of Mining and Safety Engineering;Shandong University of Science and Technology;
PAN Yue;GU Shitan;WANG Zhiqiang;School of Civil Engineering;Qingdao Technological University;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and Ministry of Science and Technology;Shandong University of Science and Technology;College of Mining and Safety Engineering;Shandong University of Science and Technology;
..............page:2486-2499
THE TRIAXIAL LOADING AND UNLOADING MECHANICAL PROPERTIES OF JOINTED ROCK MASSES WITH DIFFERENT JOINT CONNECTIVITIES
WANG Lehua;BAI Junlei;SUN Xushu;LI Jianlin;TANG Kaiyu;DENG Huafeng;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;China Three Gorges University;Power China Xibei Engineering Corporation Limited;High Slope and Geological Hazard Research Treatment Division of China Hydropower Technology Research and Development Center;China Three Gorges Corporation;
WANG Lehua;BAI Junlei;SUN Xushu;LI Jianlin;TANG Kaiyu;DENG Huafeng;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;China Three Gorges University;Power China Xibei Engineering Corporation Limited;High Slope and Geological Hazard Research Treatment Division of China Hydropower Technology Research and Development Center;China Three Gorges Corporation;
..............page:2500-2508
INFLUENCE OF TILTING ANGLE ON SURFACE DEFORMATION DURING DOUBLE-O-TUBE SHIELD TUNNEL CONSTRUCTION
ZENG Bin;HUANG Da;LIU Jie;GU Dongming;CEN Duofeng;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;Chongqing University;
ZENG Bin;HUANG Da;LIU Jie;GU Dongming;CEN Duofeng;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;Chongqing University;
..............page:2509-2518
BOULDER DETECTION METHOD BASED ON 3D RESISTIVITY CROSS-HOLE TOMOGRAPHY IN METRO SHIELD ZONES AND ITS PHYSICAL MODEL EXPERIMENTAL STUDY
LIU Zhengyu;LI Shucai;LIU Bin;WANG Shirui;CHEN Lei;NIE Lichao;FAN Kerui;Geotechnical and Structural Engineering Research Center;Shandong University;
LIU Zhengyu;LI Shucai;LIU Bin;WANG Shirui;CHEN Lei;NIE Lichao;FAN Kerui;Geotechnical and Structural Engineering Research Center;Shandong University;
..............page:2519-2530
ANALYSIS OF THE COLLAPSE MECHANISM OF THE KUYU WATER CONVEYANCE TUNNEL AND ASSESSMENT OF THE EFFECTIVENESS OF ITS GROUND REINFORCEMENTS
LIU Naifei;LI Ning;LI Guofeng;RAN Jianxi;DENG Bianyuan;Institute of Geotechnical Engineering;Xi’an University of Technology;Xinjiang Investigation;Design and Research Institute of Water Conservancy and Hydropower;
LIU Naifei;LI Ning;LI Guofeng;RAN Jianxi;DENG Bianyuan;Institute of Geotechnical Engineering;Xi’an University of Technology;Xinjiang Investigation;Design and Research Institute of Water Conservancy and Hydropower;
..............page:2531-2541
ELASTOPLASTIC ACCUMULATION MODEL FOR PREDICTING SOIL PLASTIC ENVELOPE DUE TO HIGH-CYCLIC LOADING
JIA Pengfei;KONG Lingwei;State Key Laboratory of Continental Dynamics;Department of Geology;Northwest University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
JIA Pengfei;KONG Lingwei;State Key Laboratory of Continental Dynamics;Department of Geology;Northwest University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2542-2549
THE EFFECT OF PRINCIPAL STRESS RATIO ON CREEP BEHAVIOUR OF OVER-CONSOLIDATED CLAY UNDER PLANE STRAIN CONDITIONS
LI Guowei;HUANG Kai;RUAN Yusheng;LI Xiang;YIN Jianhua;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Highway and Railway Research Institute;Hohai University;Geotechnical Research Institute;Hohai University;Department of Civil and Structure Engineering;The Hong Kong Polytechnic University;
LI Guowei;HUANG Kai;RUAN Yusheng;LI Xiang;YIN Jianhua;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Highway and Railway Research Institute;Hohai University;Geotechnical Research Institute;Hohai University;Department of Civil and Structure Engineering;The Hong Kong Polytechnic University;
..............page:2550-2558
A COEFFICIENT OF HEAVE-RESISTANT STABILITY CONSIDERING SHAPES AND PLANE SIZES AND ITS APPLICATION TO THE STABILITY ANALYSIS OF SHAPED EXCAVATIONS
WANG Hongxin;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;
WANG Hongxin;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;
..............page:2559-2571
EXPERIMENTAL RESEARCH ON DYNAMIC RESPONSE OF PILE GROUP OF SUPER HIGHRISE BUILDING ON LIQUEFIABLE GROUND
DAI Qiquan;QIAN Deling;ZHANG Zehan;TONG Guofeng;YANG Yuanwei;QIAN Liping;College of Civil Engineering;Hefei University of Technology;Anhui Institute of Building Research and Design;
DAI Qiquan;QIAN Deling;ZHANG Zehan;TONG Guofeng;YANG Yuanwei;QIAN Liping;College of Civil Engineering;Hefei University of Technology;Anhui Institute of Building Research and Design;
..............page:2572-2579
MODEL STUDY OF THE VERTICAL BEARING BEHAVIOURS OF LATTICE SHAPED DIAPHRAGM WALLS AS BRIDGE FOUNDATIONS IN SOFT SOIL
WU Jiujiang;CHENG Qiangong;WEN Hua;CAO Jianlei;ZHANG Jianlei;Department of Geological Engineering;Southwest Jiaotong University;School of Civil Engineering and Architecture;Southwest University of Science and Technology;
WU Jiujiang;CHENG Qiangong;WEN Hua;CAO Jianlei;ZHANG Jianlei;Department of Geological Engineering;Southwest Jiaotong University;School of Civil Engineering and Architecture;Southwest University of Science and Technology;
..............page:2580-2592
..............page:2593-2600