1000-6915
2014 Issue 9
DEVELOPMENT OF A TESTING SYSTEM FOR IMPACT ROCKBURSTS
HE Manchao;LIU Dongqiao;GONG Weili;WANG Chengchao;KONG Jie;DU Shuai;ZHANG Shen;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
HE Manchao;LIU Dongqiao;GONG Weili;WANG Chengchao;KONG Jie;DU Shuai;ZHANG Shen;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
..............page:1729-1739
DAMAGE AND DILATION CHARACTERISTICS OF DEEP GRANITE AT BEISHAN UNDER CYCLIC LOADING-UNLOADING CONDITIONS
ZHAO Xingguang;LI Pengfei;MA Like;SU Rui;WANG Ju;Beijing Research Institute of Uranium Geology;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
ZHAO Xingguang;LI Pengfei;MA Like;SU Rui;WANG Ju;Beijing Research Institute of Uranium Geology;School of Civil and Environmental Engineering;University of Science and Technology Beijing;
..............page:1740-1748
EFFECTS OF CONTACT AREA ON STRESS WAVE PROPAGATION AND JOINT MECHANICAL PROPERTIES
LIU Tingting;LI Jianchun;LI Haibo;LI Nana;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LIU Tingting;LI Jianchun;LI Haibo;LI Nana;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1749-1755
..............page:1755
PERMEABILITY OF NON-DARCIAN FLOW IN FRACTURED ROCK MASS UNDER HIGH SEEPAGE PRESSURE
MENG Ruzhen;HU Shaohua;CHEN Yifeng;ZHOU Chuangbing;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;
MENG Ruzhen;HU Shaohua;CHEN Yifeng;ZHOU Chuangbing;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:1756-1764
TENSILE PROPERTIES AND APPLICATION OF CONSTANT RESISTANCE AND LARGE DEFORMATION BOLTS
SUN Xiaoming;WANG Dong;WANG Cong;LIU Xin;ZHANG Biao;LIU Zongquan;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mechanics and Civil Engineering;China University of Mining and Technology;
SUN Xiaoming;WANG Dong;WANG Cong;LIU Xin;ZHANG Biao;LIU Zongquan;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mechanics and Civil Engineering;China University of Mining and Technology;
..............page:1765-1771
EXPERIMENTAL STUDY ON MECHANICAL AND ANISOTROPIC PROPERTIES OF BLACK SHALE
CHEN Tianyu;FENG Xiating;ZHANG Xiwei;CAO Weidong;FU Changjian;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
CHEN Tianyu;FENG Xiating;ZHANG Xiwei;CAO Weidong;FU Changjian;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1772-1779
STATISTICAL ANALYSIS AND EFFICIENT DAM BURST MODELLING OF LANDSLIDE DAMS BASED ON A LARGE-SCALE DATABASE
SHI Zhenming;MA Xiaolong;PENG Ming;ZHANG Limin;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Civil Engineering;The Hong Kong University of Science and Technology;
SHI Zhenming;MA Xiaolong;PENG Ming;ZHANG Limin;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Civil Engineering;The Hong Kong University of Science and Technology;
..............page:1780-1790
RELATIONSHIP BETWEEN HYSTERESIS LOOP AND ELASTOPLASTIC STRAIN ENERGY DURING CYCLIC LOADING AND UNLOADING
XIAO Fukun;SHEN Zhiliang;LIU Gang;ZHANG Ze;ZHANG Fengrui;Heilongjiang Ground Pressure and Gas Control in Deep Mining Key Laboratory;Heilongjiang University of Science and Technology;
XIAO Fukun;SHEN Zhiliang;LIU Gang;ZHANG Ze;ZHANG Fengrui;Heilongjiang Ground Pressure and Gas Control in Deep Mining Key Laboratory;Heilongjiang University of Science and Technology;
..............page:1791-1797
NUMERICAL SIMULATION OF PROGRESSIVE FAILURE OF INTERMITTENT JOINTED ROCK MASS TO DETERMINE EQUIVALENT MECHANICAL PARAMETERS
GUO Yunhua;ZHU Weishen;WANG Zhishen;LI Yong;LI Xinping;LU Pengfei;Geotechnical and Structural Engineering Research Center;Shandong University;Hubei Key Laboratory of Roadway;Bridge and Structure Engineering;Wuhan University of Technology;Dagangshan Hydropower Development Co.;Ltd.;China Guodian Corporation;
GUO Yunhua;ZHU Weishen;WANG Zhishen;LI Yong;LI Xinping;LU Pengfei;Geotechnical and Structural Engineering Research Center;Shandong University;Hubei Key Laboratory of Roadway;Bridge and Structure Engineering;Wuhan University of Technology;Dagangshan Hydropower Development Co.;Ltd.;China Guodian Corporation;
..............page:1798-1805
ANALYSIS OF CUBIC SPLITTING STRENGTH CONSIDERING EFFECTS OF CUSHION-SIDE RATIO AND POISSON′S RATIO
XIONG Wei;LIN Hang;ZHONG Wenwen;TANG Wenyu;School of Resources and Safety Engineering;Central South University;Key Laboratory of Geotechnical and Underground Engineering;Ministry of Education;Tongji University;
XIONG Wei;LIN Hang;ZHONG Wenwen;TANG Wenyu;School of Resources and Safety Engineering;Central South University;Key Laboratory of Geotechnical and Underground Engineering;Ministry of Education;Tongji University;
..............page:1806-1811
NEW METHOD FOR STABILITY EVALUATION OF SOIL AND SOFT ROCK TUNNELS
LI Ning;LIU Naifei;LI Guofeng;Institute of Geotechnical Engineering;Xi’an University of Technology;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
LI Ning;LIU Naifei;LI Guofeng;Institute of Geotechnical Engineering;Xi’an University of Technology;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
..............page:1812-1821
EXPERIMENTAL STUDY ON CHARACTERISTICS AND MECHANISM OF BRITTLE FAILURE OF GRANITE
ZHOU Hui;MENG Fanzhen;LIU Haitao;ZHANG Chuanqing;LU Jingjing;XU Rongchao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHOU Hui;MENG Fanzhen;LIU Haitao;ZHANG Chuanqing;LU Jingjing;XU Rongchao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1822-1827
STUDY ON COUPLED ARCH-BEAM SUPPORT STRUCTURE OF ROADWAY WITH EXTRA-THICK SOFT COMPOUND ROOF
SU Xuegui;SONG Xuanmin;LI Haochun;YUAN Honghu;LI Benkui;College of Mining Engineering;Taiyuan University of Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Institute of Mining Technology;Taiyuan University of Technology;
SU Xuegui;SONG Xuanmin;LI Haochun;YUAN Honghu;LI Benkui;College of Mining Engineering;Taiyuan University of Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Institute of Mining Technology;Taiyuan University of Technology;
..............page:1828-1836
THREE-DIMENSIONAL PERCOLATION MECHANISM IN OIL SHALE UNDER DIFFERENT TEMPERATURES BASED ON MICRO-CT
KANG Zhiqin;WANG Wei;ZHAO Yangsheng;LIANG Weiguo;YANG Dong;ZHAO Jing;ZHAO Dong;Mining Technology Institute;Taiyuan University of Technology;College of Mining Engineering;Taiyuan University of Technology;
KANG Zhiqin;WANG Wei;ZHAO Yangsheng;LIANG Weiguo;YANG Dong;ZHAO Jing;ZHAO Dong;Mining Technology Institute;Taiyuan University of Technology;College of Mining Engineering;Taiyuan University of Technology;
..............page:1837-1842
TIME-DEPENDENT PROBLEMS OF DEFORMATION AND FAILURE IN GEO-MECHANICAL MODEL TESTS
FAN Pengxian;WANG Mingyang;XING Haozhe;JIANG Kaifeng;LI Zhizhong;State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact;PLA University of Science and Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mechanical Engineering;Nanjing University of Science and Technology;
FAN Pengxian;WANG Mingyang;XING Haozhe;JIANG Kaifeng;LI Zhizhong;State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact;PLA University of Science and Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mechanical Engineering;Nanjing University of Science and Technology;
..............page:1843-1851
SOLID-FLUID COUPLING-STRENGTH REDUCTION METHOD FOR KARST CAVE WATER INRUSH BEFORE ROADWAY BASED ON FLOW STATE CONVERSION THEORY
ZHAO Yanlin;ZHANG Shengguo;WAN Wen;WANG Weijun;CAI Lu;PENG Qingyang;School of Energy and Safety Engineering;Hunan University of Science and Technology;State Key Laboratory of Coal Resources and Safety Mining;China University of Mining and Technology;Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines;Hunan University of Science and Technology;
ZHAO Yanlin;ZHANG Shengguo;WAN Wen;WANG Weijun;CAI Lu;PENG Qingyang;School of Energy and Safety Engineering;Hunan University of Science and Technology;State Key Laboratory of Coal Resources and Safety Mining;China University of Mining and Technology;Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines;Hunan University of Science and Technology;
..............page:1852-1862
MECHANISM AND CONTROL TECHNOLOGY OF PRESSURE OCCURENCE IN ROADWAY WITH EXTRA THICKNESS AND MECHANIZED CAVING COAL SEAM IN DATONG MINING AREA
YU Bin;LIU Changyou;LIU Jinrong;Datong Coal Mine Group Company;School of Mines;China University of Mining and Technology;
YU Bin;LIU Changyou;LIU Jinrong;Datong Coal Mine Group Company;School of Mines;China University of Mining and Technology;
..............page:1863-1872
STUDY OF MECHANICAL PROPERTIES AND TEMPERATURE FIELD OF FROZEN WALL IN CRETACEOUS STRATA
YANG Gengshe;QU Yonglong;XI Jiami;School of Architecture and Civil Engineering;Xi’an University of Science and Technology;Xi’an Investigation and Design Research Institute of China National Non-ferrous Metals Industry;
YANG Gengshe;QU Yonglong;XI Jiami;School of Architecture and Civil Engineering;Xi’an University of Science and Technology;Xi’an Investigation and Design Research Institute of China National Non-ferrous Metals Industry;
..............page:1873-1879
STUDY ON STRESS FIELD AND MODULUS MEASUREMENT OF SURROUNDING ROCK MASSES IN MEIHUASHAN TUNNEL OF GANZHOU–LONGYAN RAILWAY
LUO Chaowen;LI Haibo;LI Weibing;GAO Zhoujun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;The Fifth Engineering Co.;Ltd.;China Railway 16th Bureau Group;
LUO Chaowen;LI Haibo;LI Weibing;GAO Zhoujun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;The Fifth Engineering Co.;Ltd.;China Railway 16th Bureau Group;
..............page:1880-1886
CONTROL OF WATER INRUSH IN TYPICAL KARST TUNNELS IN THREE GORGES RESERVOIR AREA AND ITS APPLICATION
LI Shucai;SHI Shaoshuai;LI Liping;CHEN Jun;XU Zhenhao;ZHOU Zongqing;YUAN Yongcai;Geotechnical and Structural Engineering Research Center;Shandong University;Key Laboratory of Harbor;Waterway and Sedimentation Engineering of Ministry of Communications;Nanjing Hydraulic Research Institute;Three Gorges Fanba Expressway Construction Headquarters of Hubei Province;
LI Shucai;SHI Shaoshuai;LI Liping;CHEN Jun;XU Zhenhao;ZHOU Zongqing;YUAN Yongcai;Geotechnical and Structural Engineering Research Center;Shandong University;Key Laboratory of Harbor;Waterway and Sedimentation Engineering of Ministry of Communications;Nanjing Hydraulic Research Institute;Three Gorges Fanba Expressway Construction Headquarters of Hubei Province;
..............page:1887-1896
MECHANICAL PROPERTIES AND ULTRASONIC TIME-FREQUENCY CHARACTERISTICS OF THERMALLY DAMAGED SANDSTONE
WANG Peng;XU Jinyu;LIU Shi;LIU Shaohe;Department of Airfield and Building Engineering;Air Force Engineering University;College of Mechanics and Civil Architecture;Northwest Polytechnic University;
WANG Peng;XU Jinyu;LIU Shi;LIU Shaohe;Department of Airfield and Building Engineering;Air Force Engineering University;College of Mechanics and Civil Architecture;Northwest Polytechnic University;
..............page:1897-1904
TOUGHNESS INCREASING OR DECREASING EFFECT OF HARD ROCK FRACTURE WITH PRE-STATIC LOADING UNDER DYNAMIC DISTURBANCE
GONG Fengqiang;LU Daohui;LI Xibing;RAO Qiuhua;FU Zhentao;School of Resources and Safety Engineering;Central South University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Institute of Mechanics for Engineering Materials;Advanced Research Center;Central South University;School of Civil Engineering;Central South University;
GONG Fengqiang;LU Daohui;LI Xibing;RAO Qiuhua;FU Zhentao;School of Resources and Safety Engineering;Central South University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Institute of Mechanics for Engineering Materials;Advanced Research Center;Central South University;School of Civil Engineering;Central South University;
..............page:1905-1915
DETERMINING LONG-TERM STRENGTH OF ROCK WITH DISCONTINUITY USING SHEAR STRESS RELAXATION TEST
LIU Ang;SHEN Mingrong;JIANG Jingcai;ZHANG Qingzhao;Department of Geotechnical Engineering;Tongji University;Department of Civil and Environmental Engineering;The University of Tokushima;
LIU Ang;SHEN Mingrong;JIANG Jingcai;ZHANG Qingzhao;Department of Geotechnical Engineering;Tongji University;Department of Civil and Environmental Engineering;The University of Tokushima;
..............page:1916-1924
MODELING EXPERIMENT METHODS FOR CRATERING EFFECTS OF EXPLOSIONS IN ROCKS AND COMPARATIVE ANALYSIS
YUE Songlin;QIU Yanyu;FAN Pengxian;WANG Derong;ZHANG Ning;WANG Yuan;State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact;PLA University of Science and Technology;Nanjing University of Science and Technology;College of Field Engineering;PLA University of Science and Technology;
YUE Songlin;QIU Yanyu;FAN Pengxian;WANG Derong;ZHANG Ning;WANG Yuan;State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact;PLA University of Science and Technology;Nanjing University of Science and Technology;College of Field Engineering;PLA University of Science and Technology;
..............page:1925-1931
EXPERIMENTAL STUDY OF MECHANICAL PROPERTIES OF COARSE AGGREGATES OF SERICITE SCHIST UNDER DIFFERENT STRESS PATHS
QIN Shanglin;YANG Lanqiang;GAO Hui;CHEN Shanxiong;LUO Weijin;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Zhejiang Engineering Investigation Institute;
QIN Shanglin;YANG Lanqiang;GAO Hui;CHEN Shanxiong;LUO Weijin;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Zhejiang Engineering Investigation Institute;
..............page:1932-1938
INFLUENCE OF SOIL STRUCTURE ON CONFINED COMPRESSION BEHAVIOUR OF COMPACTED LOESS
CHEN Cunli;JIANG Xue;YANG Jiong;ZHANG Jie;XUE Junxiu;Institute of Geotechnical Engineering;Xi’an University of Technology;Zhengzhou Thermal Power Corporation;MIIDAS Information Technology Co.;Ltd.;
CHEN Cunli;JIANG Xue;YANG Jiong;ZHANG Jie;XUE Junxiu;Institute of Geotechnical Engineering;Xi’an University of Technology;Zhengzhou Thermal Power Corporation;MIIDAS Information Technology Co.;Ltd.;
..............page:1939-1944