1000-6915
2015 Issue 6
EXPERIMENTAL INVESTIGATIONS AND MECHANISM ANALYSIS OF ANCHORING EFFECT OF PRE-STRESSED BOLTS FOR SLABBING SURROUNDING ROCK IN DEEP TUNNEL
ZHOU Hui;XU Rongchao;LU Jingjing;ZHANG Chuanqing;MENG Fanzhen;SHEN Zheng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHOU Hui;XU Rongchao;LU Jingjing;ZHANG Chuanqing;MENG Fanzhen;SHEN Zheng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1081-1090
STRESSES FOR CRACK CLOSURE AND ITS APPLICATION TO ASSESSING STRESS-INDUCED MICROCRACK DAMAGE
PENG Jun;CAI Ming;RONG Guan;ZHOU Chuangbing;ZHAO Xingguang;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;School of Engineering;Laurentian University;School of Civil Engineering and Architecture;Nanchang University;Beijing Research Institute of Uranium Geology;
PENG Jun;CAI Ming;RONG Guan;ZHOU Chuangbing;ZHAO Xingguang;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;School of Engineering;Laurentian University;School of Civil Engineering and Architecture;Nanchang University;Beijing Research Institute of Uranium Geology;
..............page:1091-1100
DETERMINATION OF FRACTURE TOUGHNESS OF MODES Ⅰ AND Ⅱ OF SHALE FORMATION
CHEN Jianguo;DENG Jingen;YUAN Junliang;YAN Wei;YU Baohua;TAN Qiang;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;CNOOC Research Institute;
CHEN Jianguo;DENG Jingen;YUAN Junliang;YAN Wei;YU Baohua;TAN Qiang;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;CNOOC Research Institute;
..............page:1101-1105
THERMOPHYSICAL EXPERIMENT AND NUMERICAL SIMULATION ON THERMAL CRACKING OF OIL SHALE AT HIGH TEMPERATURE
YU Yongjun;LIANG Weiguo;BI Jinglong;GENG Yide;KANG Zhiqin;ZHAO Yangsheng;Institute of Mining Technology;Taiyuan University of Technology;Key Laboratory of In-situ Property-improving Mining of Ministry of Education;Taiyuan University of Technology;
YU Yongjun;LIANG Weiguo;BI Jinglong;GENG Yide;KANG Zhiqin;ZHAO Yangsheng;Institute of Mining Technology;Taiyuan University of Technology;Key Laboratory of In-situ Property-improving Mining of Ministry of Education;Taiyuan University of Technology;
..............page:1106-1115
FATIGUE DAMAGE MODEL AND EVALUATION INDEX FOR ROCK MASS UNDER FREEZING-THAWING CYCLES
LIU Quansheng;HUANG Shibing;KANG Yongshui;HUNAG Xing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
LIU Quansheng;HUANG Shibing;KANG Yongshui;HUNAG Xing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
..............page:1116-1127
TRIAXIAL APPARATUS FOR MICRO-FOCUS CT SCAN OF ROCK AND ITS PRELIMINARY APPLICATION
LI Xiaochun;ZENG Zhijiao;SHI Lu;Takahashi Manabu;BAI Bing;State key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Science;National Institute of Advanced Industrial Science and Technology;
LI Xiaochun;ZENG Zhijiao;SHI Lu;Takahashi Manabu;BAI Bing;State key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Science;National Institute of Advanced Industrial Science and Technology;
..............page:1128-1134
COUPLED DISCRETE-CONTINUOUS SOLID WITH INTRODUCTION OF DYNAMIC EQUATIONS OF FLUID
JIN Weifeng;ZHOU Jian;School of Architecture and Civil Engineering;Zhejiang University of Science and Technology;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
JIN Weifeng;ZHOU Jian;School of Architecture and Civil Engineering;Zhejiang University of Science and Technology;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:1135-1147
..............page:1147
FAILURE MECHANISM OF STEEPLY INCLINED ROCK SLOPES INDUCED BY UNDERGROUND MINING
LI Bin;WANG Guozhang;FENG Zhen;WANG Wenpei;Key Laboratory of Neotectonic Movement and Geohazard of Ministry of Land and Resources;Institute of Geomechanics;Chinese Academy of Geological Sciences;School of Naval Architecture;Oceean and Civil Engineering;Shanghai Jiaotong University;China Institute of Geological Environment Monitoring;
LI Bin;WANG Guozhang;FENG Zhen;WANG Wenpei;Key Laboratory of Neotectonic Movement and Geohazard of Ministry of Land and Resources;Institute of Geomechanics;Chinese Academy of Geological Sciences;School of Naval Architecture;Oceean and Civil Engineering;Shanghai Jiaotong University;China Institute of Geological Environment Monitoring;
..............page:1148-1161
RELATION BETWEEN SUPPORT AND SURROUNDING ROCKS AND ITS INFLUENCE ON STRATA BEHAVIORS IN WORKING FACE WITH A RAISE OF MINING UPPER LIMIT
LI Zhihua;HUA Xinzhu;YANG Ke;QIAN Biao;Key Laboratory of Safety and High-efficiency Coal Mining Ministry of Education;Anhui University of Science and Technology;School of Mining and Safety;Anhui University of Science and Technology;
LI Zhihua;HUA Xinzhu;YANG Ke;QIAN Biao;Key Laboratory of Safety and High-efficiency Coal Mining Ministry of Education;Anhui University of Science and Technology;School of Mining and Safety;Anhui University of Science and Technology;
..............page:1162-1171
DIELECTRIC CONSTANT OF GRAVEL-SOIL MIXTURE AND FDTD FORWARD ANALYSIS OF WEAK ZONE IN TUNNELS
SU Lihai;LI Ning;LU Gao;GUO Bingxuan;Institute of Geotechnical Engineering;Xi’an University of Technology;Engineering Institute;Air Force Engineering University;
SU Lihai;LI Ning;LU Gao;GUO Bingxuan;Institute of Geotechnical Engineering;Xi’an University of Technology;Engineering Institute;Air Force Engineering University;
..............page:1172-1178
APPLICATION OF MEASURING AND IDENTIFYING DETONATION TIME OF CUSTOMIZED DETONATOR IN BLASTING DESIGN OF URBAN TUNNELS
GONG Min;QIU Yikeke;LI Yongqiang;MENG Xiangdong;School of Civil and Environment Engineering;University of Science and Technology Beijing;Chongqing Juneng Construction Group Co.;Ltd.;Chongqing Urban Construction Holding Co.;Ltd.;
GONG Min;QIU Yikeke;LI Yongqiang;MENG Xiangdong;School of Civil and Environment Engineering;University of Science and Technology Beijing;Chongqing Juneng Construction Group Co.;Ltd.;Chongqing Urban Construction Holding Co.;Ltd.;
..............page:1179-1187
SIMULATION ON FLOWING AND DIFFUSING OF EXPANSIBLE GROUTING MATERIAL OF POLYMER IN TWO-DIMENSIONAL FRACTURES
LI Xiaolong;WANG Fuming;ZHONG Yanhui;GUO Chengchao;ZHANG Bei;School of Water Conservancy and Environment;Zhengzhou University;Water Conservancy Engineering Safety Protection Innovation Team of Ministry of Education;Zhengzhou University;Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety Protection;Henan Province;Zhengzhou University;
LI Xiaolong;WANG Fuming;ZHONG Yanhui;GUO Chengchao;ZHANG Bei;School of Water Conservancy and Environment;Zhengzhou University;Water Conservancy Engineering Safety Protection Innovation Team of Ministry of Education;Zhengzhou University;Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety Protection;Henan Province;Zhengzhou University;
..............page:1188-1197
GROUTING DIFFUSION IN A HORIZONTAL CRACK CONSIDERING TEMPORAL AND SPATIAL VARIATION OF VISCOSITY
ZHANG Qingsong;ZHANG Lianzhen;ZHANG Xiao;LIU Rentai;ZHU Mingting;ZHENG Dongzhu;Geotechnical and Structural Engineering Research Center;Shandong University;
ZHANG Qingsong;ZHANG Lianzhen;ZHANG Xiao;LIU Rentai;ZHU Mingting;ZHENG Dongzhu;Geotechnical and Structural Engineering Research Center;Shandong University;
..............page:1198-1210
CHARACTERISTIC EXTRACTION OF CRACKS OF TUNNEL LINING
WANG Rui;QI Taiyue;LEI Bo;LI Yang;ZHU Xin;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;Southwest Jiaotong University;School of Civil Engineering;Southwest Jiaotong University;Guangzhou Metro Design and Research Institute Co.;Ltd.;
WANG Rui;QI Taiyue;LEI Bo;LI Yang;ZHU Xin;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;Southwest Jiaotong University;School of Civil Engineering;Southwest Jiaotong University;Guangzhou Metro Design and Research Institute Co.;Ltd.;
..............page:1211-1217
A MODIFIED SUPER-SUBLOADING SURFACE MODEL BASED ON ENERGY DISSIPATION FOR BOOM CLAY AND ITS NUMERICAL IMPLEMENTATION
GONG Zhe;CHEN Weizhong;YU Hongdan;MA Yongshang;YUAN Kekuo;LI Xiangling;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Geotechnical and Structural Engineering Research Center;Shandong University;Xi’an Research Institute;China Coal Technology and Engineering Group Corp;Euridice;SCK·CEN;Belgian Nuclear Research Centre;
GONG Zhe;CHEN Weizhong;YU Hongdan;MA Yongshang;YUAN Kekuo;LI Xiangling;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Geotechnical and Structural Engineering Research Center;Shandong University;Xi’an Research Institute;China Coal Technology and Engineering Group Corp;Euridice;SCK·CEN;Belgian Nuclear Research Centre;
..............page:1218-1227
CREEPING BEHAVIOR OF BEISHAN GRANITE UNDER DIFFERENT TEMPERATURES AND STRESS CONDITIONS
CHEN Liang;LIU Jianfeng;WANG Chunping;LIU Jian;WANG Ju;CNNC Key Laboratory on Geological Disposal of High-level Radioactive Waste;Beijing Research Institute of Uranium Geology;College of Water Resources and Hydropower;Sichuan University;
CHEN Liang;LIU Jianfeng;WANG Chunping;LIU Jian;WANG Ju;CNNC Key Laboratory on Geological Disposal of High-level Radioactive Waste;Beijing Research Institute of Uranium Geology;College of Water Resources and Hydropower;Sichuan University;
..............page:1228-1235
SITE CLASSIFICATION FOR STRONG EARTHQUAKE STATIONS IN CHINA USING SPECTRAL RATIO METHOD
WEN Ruizhi;JI Kun;REN Yefei;WANG Hongwei;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;
WEN Ruizhi;JI Kun;REN Yefei;WANG Hongwei;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;
..............page:1236-1241
TESTING AND THEORETICAL ANALYSIS ON CONTRACTIVE BEHAVIOR OF UNDISTURBED LOESS
ZHOU Yuefeng;THAM L G;YAN W M;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;Department of Civil Engineering;University of Hong Kong;
ZHOU Yuefeng;THAM L G;YAN W M;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;Department of Civil Engineering;University of Hong Kong;
..............page:1242-1249
DIFFERENCE OF SEISMIC BEHAVIOR OF HIGH AND LOW CAPS OF PILE FOUNDATIONS
MA Kang;XU Qiang;LI Shulin;CHEN Dongxia;FANG Jun;DOU Hanjie;Institute of Geotechnical Engineering and Hazard Monitoring;Xiamen University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
MA Kang;XU Qiang;LI Shulin;CHEN Dongxia;FANG Jun;DOU Hanjie;Institute of Geotechnical Engineering and Hazard Monitoring;Xiamen University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:1250-1258
NON-COAXIAL BEHAVIOUR OF SOFT CLAY SUBJECTED TO PRINCIPAL STRESS ROTATION
YANG Yanhao;ZHOU Jian;ZHOU Hongxing;CCCC Fourth Harbor Engineering Institute Co.;Ltd.;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;CCCC Key Laboratory of Environmental Protection and Safety in Foundation Engineering of Transportation;CCCC Fourth Harbor Engineering Institute Co.;Ltd.;
YANG Yanhao;ZHOU Jian;ZHOU Hongxing;CCCC Fourth Harbor Engineering Institute Co.;Ltd.;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;CCCC Key Laboratory of Environmental Protection and Safety in Foundation Engineering of Transportation;CCCC Fourth Harbor Engineering Institute Co.;Ltd.;
..............page:1259-1266
ANALYSIS OF TORSIONAL PILES CONSIDERING NONLINEAR DISTRIBUTION OF SHEAR MODULUS OF SUBSOIL ALONG DEPTH
ZOU Xinjun;XU Dongbin;WANG Yaxiong;ZHAO Minghua;College of Civil Engineering;Hunan University;
ZOU Xinjun;XU Dongbin;WANG Yaxiong;ZHAO Minghua;College of Civil Engineering;Hunan University;
..............page:1267-1275
ANALYSIS OF FACTORS INFLUENCING SEISMIC RESPONSES OF TUNNEL-SOIL-GROUND STRUCTURAL SYSTEM
WANG Guobo;WANG Yaxi;CHEN Bin;YU Yanli;Hubei Key Laboratory of Roadway Bridge and Structure Engineering;Wuhan University of Technology;Ningbo Urban Rail Transit Project Construction Headquarter;School of Civil Engineering and Architecture;Wuhan University of Technology;
WANG Guobo;WANG Yaxi;CHEN Bin;YU Yanli;Hubei Key Laboratory of Roadway Bridge and Structure Engineering;Wuhan University of Technology;Ningbo Urban Rail Transit Project Construction Headquarter;School of Civil Engineering and Architecture;Wuhan University of Technology;
..............page:1276-1287
CYCLIC PROPERTIES OF NORMAL CONSOLIDATED CLAY UNDER COUPLED EFFECT OF STATIC AND DYNAMIC STRESSES
HUO Haifeng;LEI Huayang;Airport College;Civil Aviation University of China;School of Civil Engineering;Tianjin University;
HUO Haifeng;LEI Huayang;Airport College;Civil Aviation University of China;School of Civil Engineering;Tianjin University;
..............page:1288-1294
3D EFFECT OF HOMOGENEOUS SLOPE STABILITY ANALYSIS BASED ON LIMIT EQUILIBRIUM METHOD AND ITS APPLICATION TO ENGINEERING
LU Kunlin;School of Civil Engineering;Hefei University of Technology;
LU Kunlin;School of Civil Engineering;Hefei University of Technology;
..............page:1295
ANALYTICAL SOLUTIONS AND APPLICATION FOR STRESS AROUND DEEPLY BURIED HOLES IN KARST WITH ELASTIC THEORY
RAO Junying;School of Civil Engineering;Central South University;
RAO Junying;School of Civil Engineering;Central South University;
..............page:1296