1000-6915
2015 Issue S1
RESEARCH ON HYDRAULIC FRACTURING BASED ON SMEARED CRACK MODEL
ZHAO Peng;XIE Lingzhi;YANG Chunhe;GUO Yintong;College of Architecture and Environment;Sichuan University;Key Laboratory of Engineering Safety and Disaster Mechanics;Ministry of Education;Sichuan University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Science;
ZHAO Peng;XIE Lingzhi;YANG Chunhe;GUO Yintong;College of Architecture and Environment;Sichuan University;Key Laboratory of Engineering Safety and Disaster Mechanics;Ministry of Education;Sichuan University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Science;
..............page:2593-2600
STRENGTH PARAMETERS OF QUARTZ-MICA SCHIST UNDER COMPLEX STRESS STATE
ZHOU Huoming;SHAN Zhigang;ZHANG Yihu;LI Weishu;CHAI Nengbin;WANG Shuai;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;Yangtze River Scientific Research Institute;Petro China Huadong Engineering Corporation;
ZHOU Huoming;SHAN Zhigang;ZHANG Yihu;LI Weishu;CHAI Nengbin;WANG Shuai;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;Yangtze River Scientific Research Institute;Petro China Huadong Engineering Corporation;
..............page:2601-2606
DEFORMATION CHARACTERISTICS AND STABILITY EVALUATION OF A HEAVILY LOOSENED ROCK SLOPE
CHEN Tao;DENG Jianhui;LI Linrui;LIU Tiexin;ZHANG Zhenghu;PU Xiaofeng;State Key Laboratory. of Hydraulics and Mountain River Engineering;Sichuan University;Power China Chengdu Engineering Corporation Limited;
CHEN Tao;DENG Jianhui;LI Linrui;LIU Tiexin;ZHANG Zhenghu;PU Xiaofeng;State Key Laboratory. of Hydraulics and Mountain River Engineering;Sichuan University;Power China Chengdu Engineering Corporation Limited;
..............page:2607-2616
EXPERIMENTAL STUDY OF STRESS SENSITIVITY OF SHALE RESERVOIRS
ZHANG Rui;NING Zhengfu;YANG Feng;ZHAO Huawei;DU Lihong;ZHOU Xian;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;Key Laboratory of Petroleum Engineering of Ministry of Education;China University of Petroleum;Petroleum Production Engineering institute of Petro China Huabei Oilfield Company;
ZHANG Rui;NING Zhengfu;YANG Feng;ZHAO Huawei;DU Lihong;ZHOU Xian;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;Key Laboratory of Petroleum Engineering of Ministry of Education;China University of Petroleum;Petroleum Production Engineering institute of Petro China Huabei Oilfield Company;
..............page:2617-2622
STUDY OF REGULARITY OF PLANE STRESS WAVE TRANSMITTING IN ROCK SLOPE
YANG Fengwei;LI Haibo;QI Sanhong;YANG Jihua;ZHANG Dangli;YAO Yang;Yellow River Engineering Consulting Co.;Ltd.;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
YANG Fengwei;LI Haibo;QI Sanhong;YANG Jihua;ZHANG Dangli;YAO Yang;Yellow River Engineering Consulting Co.;Ltd.;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2623-2631
STUDY OF ENERGY PROPERTIES OF SANDSTONE UNDER DIFFERENT LOADING PATHS
HE Mingming;CHEN Yunsheng;HAN Tielin;YU Zhao;HAN Kang;Institute of Rock and Soil Mechanics;Xi’an University of Technology;
HE Mingming;CHEN Yunsheng;HAN Tielin;YU Zhao;HAN Kang;Institute of Rock and Soil Mechanics;Xi’an University of Technology;
..............page:2632-2638
DYNAMICS CHARACTERISTICS AND CRITERION OF FAULT DISTURBANCE EFFECT CAUSED BY EXPLOITATION
XIANG Peng;JI Hongguang;WANG Jin’an;LI Wei;School of Civil and Environment Engineering;University of Science and Technology Beijing;Yanzhou Coal Mine Co.;Ltd.;
XIANG Peng;JI Hongguang;WANG Jin’an;LI Wei;School of Civil and Environment Engineering;University of Science and Technology Beijing;Yanzhou Coal Mine Co.;Ltd.;
..............page:2639-2646
NUMERICAL SIMULATION OF ROCK FAILURE PROCESS IN UNIAXIAL COMPRESSION USING SMOOTHED PARTICLE HYDRODYNAMICS
ZHOU Xiaoping;ZHAO Yi;QIAN Qihu;School of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Chongqing University;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;Engineering Institute of National Defense Engineering;PLA University of Science and Technology;
ZHOU Xiaoping;ZHAO Yi;QIAN Qihu;School of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Chongqing University;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;Engineering Institute of National Defense Engineering;PLA University of Science and Technology;
..............page:2647-2658
STUDY OF CHARACTERISTICS OF ROCK ACOUSTIC EMISSION FRACTURE PROCESS OF DOUBLE SHEAR LOADING EFFECT
XU Jiang;LIU Yixin;LIU Jing;CHENG Lichao;FENG Dan;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;Chongqing University;
XU Jiang;LIU Yixin;LIU Jing;CHENG Lichao;FENG Dan;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;Chongqing University;
..............page:2659-2664
DEVELOPMENT APPLICATION OF SOLID-FLUID COUPLING SIMILAR MATERIAL FOR FLOOR STRATA AND SIMULATION TEST OF WATERINRUSH IN DEEP MINING
SUN Wenbin;ZHANG Shichuan;LI Yangyang;LU Chang;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology;Shandong University of Technology;
SUN Wenbin;ZHANG Shichuan;LI Yangyang;LU Chang;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology;Shandong University of Technology;
..............page:2665-2670
SEALING EFFICIENCY OF COMBINED CAPROCK FOR CO2 STORAGE IN SALINE AQUIFER
KONG Weizhong;BAI Bing;LI Xiaochun;WEI Ning;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
KONG Weizhong;BAI Bing;LI Xiaochun;WEI Ning;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2671-2678
EXPERIMENTAL TEST ON MARBLE CONTAINING TWO PRE-EXISTING CRACKS UNDER LOADING AND UNLOADING CONDITIONS BASED ON HIGH-SPEED PHOTOGRAPHY
SONG Yanqi;LI Ming;WANG Xiao;LIU Landong;LI Xiaorui;FU Xiaolong;School of Science;China University of Mining and Technology;State Key Laboratory of Deep Rock Mechanics and Engineering;China University of Mining and Technology;School of Mechanics and Civil Engineering;China University of Mining and Technology;CNOOC Energy Technology and Services Engineering Technology Co.;
SONG Yanqi;LI Ming;WANG Xiao;LIU Landong;LI Xiaorui;FU Xiaolong;School of Science;China University of Mining and Technology;State Key Laboratory of Deep Rock Mechanics and Engineering;China University of Mining and Technology;School of Mechanics and Civil Engineering;China University of Mining and Technology;CNOOC Energy Technology and Services Engineering Technology Co.;
..............page:2679-2689
DETERIORATING CHANGE RULE TEST RESEARCH OF DAMAGE SANDSTONE STRENGTH UNDER WATER-ROCK INTERACTION
DENG Huafeng;XIAO Zhiyong;LI Jianlin;HU Yayun;ZHOU Meiling;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area;Hubei Province;China Three Gorges University;
DENG Huafeng;XIAO Zhiyong;LI Jianlin;HU Yayun;ZHOU Meiling;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education;China Three Gorges University;Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area;Hubei Province;China Three Gorges University;
..............page:2690-2698
SHAKING TABLE TEST ON TUNNEL FRONT SLOPE WITH WEAK INTERCALATION
WANG Shuaishuai;GAO Bo;ZHOU Yu;MA Min;Key Laboratory of Transportation Tunnel Engineering of Ministry of Education;Southwest Jiaotong University;
WANG Shuaishuai;GAO Bo;ZHOU Yu;MA Min;Key Laboratory of Transportation Tunnel Engineering of Ministry of Education;Southwest Jiaotong University;
..............page:2699-2705
AN ENERGY CRITERION IN PROCESS OF ROCKBURST
YANG Fanjie;ZHOU Hui;LU Jingjing;ZHANG Chuanqing;HU Dawei;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Science;
YANG Fanjie;ZHOU Hui;LU Jingjing;ZHANG Chuanqing;HU Dawei;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Science;
..............page:2706-2714
TIME-TEMPERATURE SUPERPOSITION CREEP TESTS ON GEOGRIDS CONSIDERED WITH CONFINED LOAD TO DETERMINE CREEP REDUCTION FACTOR
ZHANG Zhen;WEI Hongwei;School of Civil Engineering;Central South University;
ZHANG Zhen;WEI Hongwei;School of Civil Engineering;Central South University;
..............page:2715-2720
NUMERICAL SIMULATION STUDY OF HYDRAULIC FRACTURE INITIATION FOR PERFORATED HORIZONTAL WELL IN SHALE PLAY
GUO Tiankui;ZHANG Shicheng;PAN Linhua;School of Petroleum Engineering;China University of Petroleum;Chongqing Institute of Geology and Mineral Resources;
GUO Tiankui;ZHANG Shicheng;PAN Linhua;School of Petroleum Engineering;China University of Petroleum;Chongqing Institute of Geology and Mineral Resources;
..............page:2721-2731
MODEL TEST RESEARCH OF BASE LAYER COMPRESSION FEATURE IN SUBMARINE IMMERSED TUBE TUNNEL
WEI Gang;WANG Dongdi;XING Jianjian;QIU Huijie;YANG Zefei;Department of Civil Engineering;Zhejiang University City College;Institute of Geotechnical Engineering;Zhejiang University;
WEI Gang;WANG Dongdi;XING Jianjian;QIU Huijie;YANG Zefei;Department of Civil Engineering;Zhejiang University City College;Institute of Geotechnical Engineering;Zhejiang University;
..............page:2732-2739
IMPLEMENTATION AND VERIFICATION OF SPH-FEM COUPLING BLASTING DAMAGE ANALYTICAL METHOD
HU Yingguo;LU Wenbo;CHEN Ming;YAN Peng;LIU Liang;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;
HU Yingguo;LU Wenbo;CHEN Ming;YAN Peng;LIU Liang;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:2740-2748
MATHEMATICAL MODEL OF COUPLED GAS FLOW AND COAL DEFORMATION PROCESS IN LOW-PERMEABILITY AND FIRST MINED COAL SEAM
LIU Qingquan;CHENG Yuanping;LI Wei;JIN Kan;HE Tao;ZHAO Wei;Faculty of Safety Engineering;China University of Mining and Technology;State Key Laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
LIU Qingquan;CHENG Yuanping;LI Wei;JIN Kan;HE Tao;ZHAO Wei;Faculty of Safety Engineering;China University of Mining and Technology;State Key Laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
..............page:2749-2758
FEM ANALYSES FOR THM COUPLING IN DUAL-PORE-FRACTURE ROCK MASS CONSIDERING STRENGTH ANISOTROPY
ZHANG Yujun;ZHANG Weiqing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Railway Tunnel Survey and Design Institute Co.;Ltd.;
ZHANG Yujun;ZHANG Weiqing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Railway Tunnel Survey and Design Institute Co.;Ltd.;
..............page:2759-2766
TESTING METHOD STUDY OF MODE-I DYNAMIC FRACTURE TOUGHNESS UNDER BLASTING LOADS
XU Wentao;ZHU Zheming;ZENG Ligang;College of Architecture and Environment;Sichuan University;
XU Wentao;ZHU Zheming;ZENG Ligang;College of Architecture and Environment;Sichuan University;
..............page:2767-2772
STUDY OF NEW METHOD TO DETERMINE STRENGTH PARAMETERS OF ROCK MATERIAL BASED ON HOEK-BROWN CRITERION
ZHUO Li;HE Jiangda;XIE Hongqiang;XIAO Mingli;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resource and Hydropower;Sichuan University;
ZHUO Li;HE Jiangda;XIE Hongqiang;XIAO Mingli;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resource and Hydropower;Sichuan University;
..............page:2773-2782
LINEARIZED UPPER BOUND LIMIT ANALYSIS CONSIDERING TENSION AND SHEAR FAILURES FOR SLOPE STABILITY PROBLEMS
SUN Cong;LI Chunguang;ZHENG Hong;SUN Guanhua;LIU Zhijun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
SUN Cong;LI Chunguang;ZHENG Hong;SUN Guanhua;LIU Zhijun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2783-2791
ANALYSIS OF STRENGTH AND CONVENTIONAL TRIAXIAL COMPRESSION DEFORMATION CHARACTERS OF COARSE SANDSTONE AFTER HIGH TEMPERATURE
SU Chengdong;WEI Sijiang;YANG Yushun;QIN Bendong;School of Energy Science and Engineering;Henan Polytechnic University;
SU Chengdong;WEI Sijiang;YANG Yushun;QIN Bendong;School of Energy Science and Engineering;Henan Polytechnic University;
..............page:2792-2800
EXPERIMENTAL RESEARCH OF UNLOADING TRIAXIAL RHEOLOGICAL CHARACTERISTICS OF MARBLE AFFECTED BY DIFFERENT STEP UNLOADING VALUES
HUANG Da;YANG Chao;HUANG Runqiu;LIU Jie;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of China in Mountainous Area;Ministry of Education;Chongqing University;College of Civil and Architecture Engineering;China Three Gorges University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
HUANG Da;YANG Chao;HUANG Runqiu;LIU Jie;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of China in Mountainous Area;Ministry of Education;Chongqing University;College of Civil and Architecture Engineering;China Three Gorges University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:2801-2807
COMPARATIVE TEST RESEARCH ON THE SHEAR STRENGTH CHARACTERISTIC OF GANGUE
LI Dongsheng;LIU Dongsheng;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;Chongqing University;Chongqing Institute of Geology and Mineral Resources Survey;
LI Dongsheng;LIU Dongsheng;College of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;Chongqing University;Chongqing Institute of Geology and Mineral Resources Survey;
..............page:2808-2816
EXPERIMENTAL STUDY OF DEFORMATION AND STRENGTH PROPERTIES OF SIMULATED COLUMNAR JOINTED ROCK MASSES UNDER CONVENTIONAL TRIAXIAL COMPRESSION
XIAO Weimin;DENG Ronggui;FU Xiaomin;WANG Congyan;Department of Geotechnical Engineering;Southwest Jiaotong University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
XIAO Weimin;DENG Ronggui;FU Xiaomin;WANG Congyan;Department of Geotechnical Engineering;Southwest Jiaotong University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:2817-2826
EXPERIMENTAL STUDY OF ACOUSTIC EMISSION CHARACTERISTIC OF DISCONTINUITY UNDER SHEARING CONDITION
ZHOU Hui;MENG Fanzhen;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;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:2827-2836
TRUE TRIAXIAL TESTS WITH NEW MOGI-TYPE TRUE TRIAXIAL TEST APPARATUS AND ITS LOADING BOUNDARY EFFECT
HE Haoyu;SHI Lu;LI Xiaochun;BAI Bing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
HE Haoyu;SHI Lu;LI Xiaochun;BAI Bing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2837-2844
STATIC AND DYNAMIC CONTRAST TEST FOR BEARING CAPACITY OF REFROZEN BRIDGE PILE FOUNDATION IN PATCHY PERMAFROST REGIONS
YU Dezhong;CHENG Peifeng;JI Cheng;CUI Zhigang;School of Civil Engineering;Northeast Forestry University;Daqing Oil Field and Bridge Engineering Construction Co.;Ltd.;
YU Dezhong;CHENG Peifeng;JI Cheng;CUI Zhigang;School of Civil Engineering;Northeast Forestry University;Daqing Oil Field and Bridge Engineering Construction Co.;Ltd.;
..............page:2845-2853
SIMULATION OF RANDOM 3D DISCONTINUITIES NETWORK BASED ON DIGITALIZATION AND ITS VALIDATION TEST
GUO Liang;LI Xiaozhao;ZHOU Yangyi;ZHANG Yangsong;SUO Peisi;TU Chunchun;School of Earth Sciences and Engineering;Nanjing University;NJU-ECE Institute for Underground and Geo-environment;Department of Civil Engineering;Nanjing University of Science and Technology;
GUO Liang;LI Xiaozhao;ZHOU Yangyi;ZHANG Yangsong;SUO Peisi;TU Chunchun;School of Earth Sciences and Engineering;Nanjing University;NJU-ECE Institute for Underground and Geo-environment;Department of Civil Engineering;Nanjing University of Science and Technology;
..............page:2854-2861
ACOUSTIC EMISSION AND FRACTAL CHARACTERISTICS OF MARBLE DURING UNLOADING FAILURE PROCESS
ZHANG Liming;REN Mingyuan;MA Shaoqiong;WANG Zaiquan;WANG Jinliang;College of Science;Qingdao Technological University;Co-operative Innovation Center of Engineering Construction and Safety in Shandong Peninsula Blue Economic Zone;Qingdao Technological University;
ZHANG Liming;REN Mingyuan;MA Shaoqiong;WANG Zaiquan;WANG Jinliang;College of Science;Qingdao Technological University;Co-operative Innovation Center of Engineering Construction and Safety in Shandong Peninsula Blue Economic Zone;Qingdao Technological University;
..............page:2862-2867
CONSTITUTIVE MODEL OF ROCK UNDER ONE-DIMENSIONAL HIGH STRESS AND REPEATED IMPACT LOADING
WANG Chun;TANG Lizhong;CHENG Luping;DENG Lifan;JIAN Yinghua;JIANG Feng;School of Resources and Safety Engineering;Central South University;
WANG Chun;TANG Lizhong;CHENG Luping;DENG Lifan;JIAN Yinghua;JIANG Feng;School of Resources and Safety Engineering;Central South University;
..............page:2868-2878
STUDY ON TENSILE STRENGTH AND SIZE EFFECT OF RED SANDSTONE AFTER HIGH TEMPERATURE TREATMENT
SU Haijian;JING Hongwen;ZHAO Honghui;YIN Qian;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
SU Haijian;JING Hongwen;ZHAO Honghui;YIN Qian;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
..............page:2879-2887
SPLIT HOPKINSON PRESSURE BAR TESTS AND ANALYSIS OF COALMINE SANDSTONE WITH VARIOUS MOISTURE CONTENTS
YUAN Pu;MA Ruiqiu;Research Center of Mine Underground Engineering of Ministry of Education;Anhui University of Science and Technology;
YUAN Pu;MA Ruiqiu;Research Center of Mine Underground Engineering of Ministry of Education;Anhui University of Science and Technology;
..............page:2888-2893
SHEAR RHEOLOGICAL MODEL FOR HARD STRUCTURAL SURFACE AND TEST NUMERICAL ANALYSIS
XIONG Liangxiao;YU Lijun;YANG Changbin;Faculty of Architectural;Civil Engineering and Environment;Ningbo University;Zhejiang Geotechnical and Foundation Companay;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd. of MCC;
XIONG Liangxiao;YU Lijun;YANG Changbin;Faculty of Architectural;Civil Engineering and Environment;Ningbo University;Zhejiang Geotechnical and Foundation Companay;Wuhan Surveying-Geotechnical Research Institute Co.;Ltd. of MCC;
..............page:2894-2899
RHEOLOGICAL EXPERIMENTAL STUDY OF CONSECUTIVE FRACTURED ROCK MASS UNDER DIFFERENT UNLOADING CONDITIONS
WANG Yu;LI Jianlin;ZUO Ya;GONG Jiawei;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;China Three Gorges University;
WANG Yu;LI Jianlin;ZUO Ya;GONG Jiawei;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;China Three Gorges University;
..............page:2900-2908
EXPERIMENTAL RESEARCH ON PERMEABILITY AND ACOUSTIC EMISSION CHARACTERISTICS DURING WHOLE FAILURE PROCESS OF FINE SANDSTONE
WANG Lu;LIU Jianfeng;PEI Jianliang;XU Jin;BIAN Yu;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;Post-Doctoral Scientific Research Station;China Three Gorges Corporation;
WANG Lu;LIU Jianfeng;PEI Jianliang;XU Jin;BIAN Yu;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;Post-Doctoral Scientific Research Station;China Three Gorges Corporation;
..............page:2909-2914
EXPERIMENTAL RESEARCH ON LOAD/UNLOAD RESPONSE RATIO CONSIDERING HYSTERESIS EFFECT OF ROCK
DENG Huafeng;HU Yayun;LI Jianlin;XIAO Zhiyong;ZHOU Meiling;HU Yu;Collaborative Innovation Center for Geo-Hazards and Eco-Environment in Three Gorges Area;China Three Gorges University;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;China Three Gorges University;
DENG Huafeng;HU Yayun;LI Jianlin;XIAO Zhiyong;ZHOU Meiling;HU Yu;Collaborative Innovation Center for Geo-Hazards and Eco-Environment in Three Gorges Area;China Three Gorges University;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;China Three Gorges University;
..............page:2915-2921
FRACTAL COMPARISON RESEARCH OF FRACTURE OF CONCRETE SAMPLES UNDER STATIC AND DYNAMIC UNIAXIAL TENSILE USING CT
DANG Faning;FANG Jianyin;DING Weihua;Institute of Geotechnical Engineering;Xi’an University of Technology;
DANG Faning;FANG Jianyin;DING Weihua;Institute of Geotechnical Engineering;Xi’an University of Technology;
..............page:2922-2928
ROCK SALT DAMAGE AND SELF RECOVERY CHARACTERISTICS UNDER SHEAR EXPERIMENT
CHEN Jie;WANG Lei;JIANG Deyi;YANG Chunhe;REN Song;State Key Laboratory for Coal Mine Disaster Dynamics and Controls;Chongqing University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
CHEN Jie;WANG Lei;JIANG Deyi;YANG Chunhe;REN Song;State Key Laboratory for Coal Mine Disaster Dynamics and Controls;Chongqing University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2929-2935
EXPERIMENTAL RESEARCH ON COAL DRILLS GAS DRAINAGE WITH CONTINUOUS PULSE SHOCK AND VIBRATION
HU Shuigen;YAN Jiaping;LIU Shengdong;School of Earth and Environment;Anhui University of Science and Technology;Department of Mining Engineering;Huainan Vocational and Technical College;State Key Laboratory of Deep Geomechanics and Underground Engineering;China University of Mining and Technology;
HU Shuigen;YAN Jiaping;LIU Shengdong;School of Earth and Environment;Anhui University of Science and Technology;Department of Mining Engineering;Huainan Vocational and Technical College;State Key Laboratory of Deep Geomechanics and Underground Engineering;China University of Mining and Technology;
..............page:2936-2940
SIMULATION EXPERIMENT OF ROCKMASS LOOSENING INDUCED BY EXCAVATION LOAD TRANSIENT UNLOADING
LUO Yi;LU Wenbo;CHEN Ming;YAN Peng;Hubei Key Laboratory of Road-bridge and Structure Engineering;Wuhan University of Technology;School of Civil Engineering and Architecture;Wuhan University of Technology;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;
LUO Yi;LU Wenbo;CHEN Ming;YAN Peng;Hubei Key Laboratory of Road-bridge and Structure Engineering;Wuhan University of Technology;School of Civil Engineering and Architecture;Wuhan University of Technology;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:2941-2947
ACOUSTIC EMISSION CHARACTERISTICS OF FRACTURED ROCKS DURING CREEP SHEAR
WANG Yuxi;WANG Jin’an;TANG Jun;School of Civil and Environmental Engineering;University of Science and Technology Beijing;State Key Laboratory of High-efficient Mining and Safety of Metal Mines;Ministry of Education;University of Science and Technology Beijing;
WANG Yuxi;WANG Jin’an;TANG Jun;School of Civil and Environmental Engineering;University of Science and Technology Beijing;State Key Laboratory of High-efficient Mining and Safety of Metal Mines;Ministry of Education;University of Science and Technology Beijing;
..............page:2948-2958
EXPERIMENTAL STUDY ON PRECURSOR OF ROCK BURST BASED ON ACOUSTIC EMISSION SIGNAL DOMINANT-FREQUENCY AND ENTROPY
ZHANG Yanbo;LIANG Peng;LIU Xiangxin;LIU Shanjun;TIAN Baozhu;School of Mining Engineering;Hebei United University;Key Laboratory of Mining and Safety Technology of Hebei Province;Hebei United University;College of Resources and Civil Engineering;Northeastern University;
ZHANG Yanbo;LIANG Peng;LIU Xiangxin;LIU Shanjun;TIAN Baozhu;School of Mining Engineering;Hebei United University;Key Laboratory of Mining and Safety Technology of Hebei Province;Hebei United University;College of Resources and Civil Engineering;Northeastern University;
..............page:2959-2967
QUANTITATIVE ANALYSIS METHODS OF INFRARED RADIATION TEMPERATURE FIELD VARIATION IN ROCK LOADING PROCESS
LIU Shanjun;WEI Jialei;HUANG Jianwei;WU Lixin;ZHANG Yanbo;TIAN Baozhu;College of Resources and Civil Engineering;Northeastern University;College of Mining Engineering;Hebei United University;
LIU Shanjun;WEI Jialei;HUANG Jianwei;WU Lixin;ZHANG Yanbo;TIAN Baozhu;College of Resources and Civil Engineering;Northeastern University;College of Mining Engineering;Hebei United University;
..............page:2968-2976
RESEARCH ON MICRO-MESO CHARACTERISTICS OF GRANITE FRACTURE UNDER UNIAXIAL COMPRESSION AT LOW AND INTERMEDIATE STRAIN RATES
LIANG Changyu;WU Shuren;LI Xiao;Key Laboratory of Neotectonics Movement and Geohazards;Ministry of Land and Resources;Institute of Geomechanics;Chinese Academy of Geological Sciences;Institute of Geomechanics;Chinese Academy of Geological Sciences;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Sciences;
LIANG Changyu;WU Shuren;LI Xiao;Key Laboratory of Neotectonics Movement and Geohazards;Ministry of Land and Resources;Institute of Geomechanics;Chinese Academy of Geological Sciences;Institute of Geomechanics;Chinese Academy of Geological Sciences;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Sciences;
..............page:2977-2986
DEVELOPMENT OF SHEAR-FLOW COUPLING TEST DEVICE FOR COAL ROCK
XU Jiang;LIU Yixin;YIN Guangzhi;LI Bobo;PENG Shoujian;YE Guibin;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;Chongqing University;
XU Jiang;LIU Yixin;YIN Guangzhi;LI Bobo;PENG Shoujian;YE Guibin;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam;Chongqing University;
..............page:2987-2995
A SIMPLE,CONVENIENT THREE-DIMENSIONAL HOEK-BROWN CRITERION FOR ROCKS
JIANG Hua;School of Highway;Chang’an University;
JIANG Hua;School of Highway;Chang’an University;
..............page:2996-3004
MECHANISM OF THE ASTRO-TIDAL-TRIGGERING TO COAL AND GAS OUTBURST
LUO Yong;TAO Wenbin;MA Haifeng;TAO Jie;HOU Junling;School of Energy and Safety;Anhui University of Science and Technology;Faculty of Resources and Safety Engineering;China University of Mining and Technology;Huainan Coal Mining Group;
LUO Yong;TAO Wenbin;MA Haifeng;TAO Jie;HOU Junling;School of Energy and Safety;Anhui University of Science and Technology;Faculty of Resources and Safety Engineering;China University of Mining and Technology;Huainan Coal Mining Group;
..............page:3005-3011
FAILURE EVOLUTION PROCESS OF FRACTURED ROCKMASS BASED ON AMPLITUDE OF ACOUSTIC EMISSION
ZHAO Xiaoping;CHEN Shufen;Power China Chengdu Engineering Corporation Limited;
ZHAO Xiaoping;CHEN Shufen;Power China Chengdu Engineering Corporation Limited;
..............page:3012-3017
EXPERIMENTAL STUDY ON EFFECT OF JOINTS WITH DIFFERENT LOCATIONS AND SIZES ON ROCK FAILURE
ZHOU Hui;MENG Fanzhen;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;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:3018-3028
DAMAGE CONSTITUTIVE LAW AND DAMAGE EVOLUTION CHARACTERISTICS FOR FRACTURED ROCK UNDER COUPLING ACTION OF STATIC AND DYNAMIC LOAD
LI Xinrui;XU Qing;XIE Hongqiang;XIAO Mingli;HE Jiangda;College of Water Resource and Hydropower;Sichuan University;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;
LI Xinrui;XU Qing;XIE Hongqiang;XIAO Mingli;HE Jiangda;College of Water Resource and Hydropower;Sichuan University;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;
..............page:3029-3036
SHEARING STRENGTH AND ELASTO-PLASTIC FEM ANALYSES FOR DUAL POROSITY MEDIA
ZHANG Yujun;ZHANG Weiqing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Railway Tunnel Survey and Design Institute Co.;Ltd.;
ZHANG Yujun;ZHANG Weiqing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China Railway Tunnel Survey and Design Institute Co.;Ltd.;
..............page:3037-3044
EXPERIMENTAL STUDY OF DYNAMIC AND STATIC ELASTIC PARAMETERS OF TIGHT SANDSTONES UNDER RESERVOIR CONDITIONS
BIAN Huiyuan;WANG Fei;ZHANG Yonghao;YUE Chongwang;School of Energy Resources;China University of Geosciences;College of Geology Engineering and Geomatics;Chang’an University;China Petroleum Logging Co. Ltd.;
BIAN Huiyuan;WANG Fei;ZHANG Yonghao;YUE Chongwang;School of Energy Resources;China University of Geosciences;College of Geology Engineering and Geomatics;Chang’an University;China Petroleum Logging Co. Ltd.;
..............page:3045-3054
STUDY ON THE LONGITUDINAL RESPONSE OF MUNICIPAL PIPELINES INDUCED BY CONSTRUCTION LOAD
ZHANG Chenrong;LU Kai;HUANG Maosong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
ZHANG Chenrong;LU Kai;HUANG Maosong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:3055-3061
ANALYSIS FOR AXISYMMETRICAL TUNNEL IN THE HOEK-BROWN ROCK MASSES BASED ON PROGRESSIVELY-VARIABLE DISTURBANCE
WANG Guoyang;FU Wenxi;DENG Jianhui;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;
WANG Guoyang;FU Wenxi;DENG Jianhui;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;
..............page:3062-3066
MODIFICATION AND DEVELOPMENT OF CHARACTERISTIC LINE METHOD OF TUNNEL
ABI Erdi;ZHENG Yingren;FENG Xiating;XIANG Yuzhou;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Department of Architectural Engineering;Logistical Engineering University of PLA;
ABI Erdi;ZHENG Yingren;FENG Xiating;XIANG Yuzhou;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Department of Architectural Engineering;Logistical Engineering University of PLA;
..............page:3067-3073
IMAGE PROCESSING AND ITS APPLICATIONS OF MESO-CRACK OF COAL BASED ON MODIFIED C-V MODEL
CAO Shugang;SUN Chuanmeng;GUO Ping;LUO Feng;LIU Yanbao;College of Resources and Environmental Science;Chongqing University;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;China Coal Technology Engineering Group Chongqing Research Institute;
CAO Shugang;SUN Chuanmeng;GUO Ping;LUO Feng;LIU Yanbao;College of Resources and Environmental Science;Chongqing University;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;China Coal Technology Engineering Group Chongqing Research Institute;
..............page:3074-3081
DAMAGE EFFECTS TO ROCK AND ENGINEERING APPLICATIONS OF DIRECTIONAL PRESSURE RELIEF VIBRATION ISOLATION BLASTING
ZHANG Zhicheng;LIAO Tao;CHEN Xiaoling;School of Environment and Resources;Southwest University of Science and Technology;Mianyang Haichuan Blasting Engineering Co.;Ltd.;Non-Coal Mine Safety Technology Key Laboratory of Sichuan Province Colleges and Universities;Southwest University of Science and Technology;
ZHANG Zhicheng;LIAO Tao;CHEN Xiaoling;School of Environment and Resources;Southwest University of Science and Technology;Mianyang Haichuan Blasting Engineering Co.;Ltd.;Non-Coal Mine Safety Technology Key Laboratory of Sichuan Province Colleges and Universities;Southwest University of Science and Technology;
..............page:3082-3086
DEVELOPMENT OF COMPREHENSIVE MODEL SIMILITUDE MATERIAL FOR MULTIPLE GEOPHYSICAL DETECTION
NIE Lichao;LI Shucai;LIU Bin;SONG Jie;WANG Chuanwu;XU Xinji;CHEN Lei;YANG Zhichao;Research Center of Geotechnical and Structural Engineering;Shandong University;
NIE Lichao;LI Shucai;LIU Bin;SONG Jie;WANG Chuanwu;XU Xinji;CHEN Lei;YANG Zhichao;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:3087-3096
STUDY ON STABILITY OF CLOSE CROSS TUNNEL ON EXISTING TUNNEL
CHEN Weizhong;ZHENG Dong;YU Jianxin;LI Ming;YUAN Jingqiang;LIU Huanchun;TIAN Hongming;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Research Center of Geotechnical and Structural Engineering;Shandong University;Second Highway Consultants Co.;Ltd.;China Communications Construction Corporation;School of Civil Engineering;Henan Polytechnic University;
CHEN Weizhong;ZHENG Dong;YU Jianxin;LI Ming;YUAN Jingqiang;LIU Huanchun;TIAN Hongming;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Research Center of Geotechnical and Structural Engineering;Shandong University;Second Highway Consultants Co.;Ltd.;China Communications Construction Corporation;School of Civil Engineering;Henan Polytechnic University;
..............page:3097-3105
THE ROCK MASS CATACLASTIC CHARACTERISTICS OF DAGUANGBAO LANDSLIDE AND ITS ENGINEERING GEOLOGICAL SIGNIFICANCE
PEI Xiangjun;HUANG Runqiu;CUI Shenghua;DU Ye;ZHANG Weifeng;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
PEI Xiangjun;HUANG Runqiu;CUI Shenghua;DU Ye;ZHANG Weifeng;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:3106-3115
A CALCULATION METHOD BASED ON IMPULSE THEOREM TO DETERMINE IMPACT FORCE OF ROCKFALL ON STRUCTURE
HOU Tianxing;YANG Xingguo;HUANG Cheng;HUANG Kangxin;ZHOU Jiawen;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;Sino Hydro Bureau 7 Co.;Ltd.;Power China;
HOU Tianxing;YANG Xingguo;HUANG Cheng;HUANG Kangxin;ZHOU Jiawen;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;Sino Hydro Bureau 7 Co.;Ltd.;Power China;
..............page:3116-3122
SPATIAL-TEMPORAL EVOLUTION ANALYSIS OF CAVERN GROUP IN SALT ROCK BASED ON DEFORMATION REINFORCEMENT THEORY
DENG Jianqiang;YANG Qiang;LIU Yaoru;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
DENG Jianqiang;YANG Qiang;LIU Yaoru;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
..............page:3123-3137
RESEARCH ON GEOTRESS MEASUREMENT USING DRA-KAISER METHOD IN SALT-GYPSUM FORMATION
GE Weifeng;ZHANG Fei;CHEN Mian;JIN Yan;LU Yunhu;HOU Bing;CNOOC Ener Tech-Safety and Environmental Protection Co.;Tianjin Branch;China National Petroleum Offshore Engineering Co.;Ltd.;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;
GE Weifeng;ZHANG Fei;CHEN Mian;JIN Yan;LU Yunhu;HOU Bing;CNOOC Ener Tech-Safety and Environmental Protection Co.;Tianjin Branch;China National Petroleum Offshore Engineering Co.;Ltd.;State Key Laboratory of Petroleum Resources and Prospecting;China University of Petroleum;
..............page:3138-3142
STUDY OF FAILURE MECHANISM OF FLOOR HEAVE AND SUPPORTING TECHNOLOGY IN SOFT ROCK OF LARGE DEFORMATION ROADWAY
ZHENG Pengqiang;CHEN Weizhong;TAN Xianjun;DAI Yonghao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Research Center of Geotechnical and Structural Engineering;Shandong University;
ZHENG Pengqiang;CHEN Weizhong;TAN Xianjun;DAI Yonghao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:3143-3150
EFFECT OF DISTANCE MEASURES AND VALIDITY INDICES ON CLUSTERING OF JOINT ORIENTATION DATA
LIU Jian;CHEN Liang;WANG Chunping;LI Yawei;WANG Ju;Division of Environment Engineering;CNNC Beijing Research Institute of Uranium Geology;CNNC Key Laboratory on Geological Disposal of High-level Radioactive Waste;Beijing Research Institute of Uranium Geology;
LIU Jian;CHEN Liang;WANG Chunping;LI Yawei;WANG Ju;Division of Environment Engineering;CNNC Beijing Research Institute of Uranium Geology;CNNC Key Laboratory on Geological Disposal of High-level Radioactive Waste;Beijing Research Institute of Uranium Geology;
..............page:3151-3159
EFFECT OF OUTER-WALL SHAPE VARIATION OF UNDERGROUND LINED CAVITY ON INNER-WALL DYNAMIC STRESS CONCENTRATION FACTORS PEAK VALUES
HE Ying;LIANG Jianwen;Department of Civil Engineering;Tianjin University;Department of Civil Engineering;Tianjin Chengjian University;Tianjin Key Laboratory of Civil Engineering Structures and New Materials;Tianjin University;
HE Ying;LIANG Jianwen;Department of Civil Engineering;Tianjin University;Department of Civil Engineering;Tianjin Chengjian University;Tianjin Key Laboratory of Civil Engineering Structures and New Materials;Tianjin University;
..............page:3160-3168
CALCULATION METHOD STUDY OF ADDITIONAL STRESS OF HIGH FILLING CHANNELS OF THE NORTH WATER TRANSFER PROJECT
ZHANG Yu;YU Fei;CHEN Shanxiong;DAI Zhangjun;XIONG Shudan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHANG Yu;YU Fei;CHEN Shanxiong;DAI Zhangjun;XIONG Shudan;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3169-3175
INFLUENCE OF PRINCIPAL STRESSES ON FAILURE BEHAVIOR OF UNDERGROUND OPENINGS
LIANG Zhengzhao;GONG Bin;WU Xiankai;ZHANG Yongbin;TANG Chun’an;Center of Rock Instability and Seismicity Research;Dalian University of Technology;
LIANG Zhengzhao;GONG Bin;WU Xiankai;ZHANG Yongbin;TANG Chun’an;Center of Rock Instability and Seismicity Research;Dalian University of Technology;
..............page:3176-3187
SAFETY RISK ASSESSMENT AND CONTROL OF EXISTING BRIDGE CROSSED BY TUNNEL CONSTRUCTION
SU Jie;ZHANG Dingli;ZHOU Zhengyu;NIU Xiaokai;TAI Qimin;Tunnel and Underground Engineering Research Center of Ministry of Education;Beijing Jiaotong University;Beijing Muntcipal Engineering Research Insutute;Beijing 100037;China;
SU Jie;ZHANG Dingli;ZHOU Zhengyu;NIU Xiaokai;TAI Qimin;Tunnel and Underground Engineering Research Center of Ministry of Education;Beijing Jiaotong University;Beijing Muntcipal Engineering Research Insutute;Beijing 100037;China;
..............page:3188-3195
INFLUENCE OF DIFFERENT LEAKAGE POSITIONS OF TUNNEL ON SURROUNDING SOILS AND PARALLEL TUNNEL UNDER DISASTER ENVIRONMENT
ZHENG Gang;DAI Xuan;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
ZHENG Gang;DAI Xuan;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
..............page:3196-3207
STUDY OF EFFECT OF PORE STRUCTURE ON ULTRASONIC ATTENUATION
LIANG Lixi;ZHOU Longtao;LIU Xiangjun;CHEN Qiao;PENG Mengyun;YUAN Wen;State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation;Southwest Petroleum University;
LIANG Lixi;ZHOU Longtao;LIU Xiangjun;CHEN Qiao;PENG Mengyun;YUAN Wen;State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation;Southwest Petroleum University;
..............page:3208-3214
OPTIMIZATION OF SHIELD TUNNELING PARAMETERS BASED ON DYNAMIC BAYESIAN NETWORKS
DING Baojun;WU Xianguo;ZHANG Limao;ZHONG Jingbing;LIU Yang;School of Civil Engineering and Mechanics;Huazhong University of Science and Technology;
DING Baojun;WU Xianguo;ZHANG Limao;ZHONG Jingbing;LIU Yang;School of Civil Engineering and Mechanics;Huazhong University of Science and Technology;
..............page:3215-3222
NUMERICAL ANALYSIS AND APPLICATION OF LARGE DIAMETER CAVITY PARALLEL CUT BLASTING STRESS FIELD IN VERTICAL SHAFT
WANG Haibo;ZONG Qi;ZHAO Yaocai;School of Civil Engineering and Architecture;Anhui University of Science and Technology;
WANG Haibo;ZONG Qi;ZHAO Yaocai;School of Civil Engineering and Architecture;Anhui University of Science and Technology;
..............page:3223-3229
DEVELOPMENT AND APPLICATION OF MINE PRESTRESSED STEEL BARS SUPPORTING TECHNOLOGY
WU Yongzheng;KANG Hongpu;WU Jianxing;FAN Ruixi;Coal Mining and Design Department;Tiandi Science and Technology Co.;Ltd.;Coal Mining and Design Branch;China Coal Research Institute;Prestressed Technology Co.;Ltd.;of Tianjin Zhenhua;
WU Yongzheng;KANG Hongpu;WU Jianxing;FAN Ruixi;Coal Mining and Design Department;Tiandi Science and Technology Co.;Ltd.;Coal Mining and Design Branch;China Coal Research Institute;Prestressed Technology Co.;Ltd.;of Tianjin Zhenhua;
..............page:3230-3237
SLIP AND CONTROL OF COAL SIDE UNSTABLE TRIANGLE BLOCK IN SUPER-HIGH ROADWAY
HE Fulian;YAO Zaifeng;LI Shijun;WANG Ningbo;XU Huawei;College of Resources and Safety Engineering;China University of Mining and Technology;
HE Fulian;YAO Zaifeng;LI Shijun;WANG Ningbo;XU Huawei;College of Resources and Safety Engineering;China University of Mining and Technology;
..............page:3238-3248
ROCKBURST RESEARCH OF LINGNAN GOLD MINE BASED ON ACOUSTIC EMISSION TEST AND LINEAR ELASTIC ENERGY CRITERIONS
ZHANG Zijian;JI Hongguang;ZHANG Yuezheng;CHEN Zhijie;ZHOU Dinghui;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Key Laboratory of High-efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;Zhongkuang Gold Group Co.;Ltd.;
ZHANG Zijian;JI Hongguang;ZHANG Yuezheng;CHEN Zhijie;ZHOU Dinghui;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Key Laboratory of High-efficient Mining and Safety of Metal Mines of Ministry of Education;University of Science and Technology Beijing;Zhongkuang Gold Group Co.;Ltd.;
..............page:3249-3255
PRELIMINARY STARTING EXPERIMENT STUDY OF GLACIALRAINFALL DEBRIS FLOW,IN NYINGCHI,TIBET
QU Yongping;ZHU Jing;BU Xianghang;CHANG Ming;TANG Desheng;State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection;Chengdu University of Technology;
QU Yongping;ZHU Jing;BU Xianghang;CHANG Ming;TANG Desheng;State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection;Chengdu University of Technology;
..............page:3256-3266
THEORETICAL ANALYSIS OF PERIODIC FRACTURE FOR GYPSUM INTERLAYER DURING CONSTRUCTION OF BEDDED SALT CAVERN
MENG Tao;LIANG Weiguo;CHEN Yuedu;YU Yongjun;Institute of Mining Technology;Taiyuan University of Technology;
MENG Tao;LIANG Weiguo;CHEN Yuedu;YU Yongjun;Institute of Mining Technology;Taiyuan University of Technology;
..............page:3267-3273
DEVELOPMENT OF FLOOR WATER INVASION OF MINING INFLUENCE SIMULATION TESTING SYSTEM AND ITS APPLICATION
SUN Wenbin;ZHANG Shichuan;College of Mining and Safety Engineering;Shandong University of Sciences and Technology;The Key Ministry of Education of Laboratory Mining Disaster Prevention And Control;Shandong University of Sciences and Technology;
SUN Wenbin;ZHANG Shichuan;College of Mining and Safety Engineering;Shandong University of Sciences and Technology;The Key Ministry of Education of Laboratory Mining Disaster Prevention And Control;Shandong University of Sciences and Technology;
..............page:3274-3280
STUDY OF SLOPE DEFORMATION MONITORING TECHNOLOGY OF PRECISE COMPARISON ALGORITHM BASED ON LASER POINT CLOUD
LIUChangjun;LIU Huiling;ZHANG Shunfu;China Institute of Water Resources and Hydropower Research;The College of Forestry;Beijing Forestry University;
LIUChangjun;LIU Huiling;ZHANG Shunfu;China Institute of Water Resources and Hydropower Research;The College of Forestry;Beijing Forestry University;
..............page:3281-3288
STRAIN TRANSFER FUNCTION OF EMBEDDED FIBER BRAGG GRATING SENSORS FOR UNCONSOLIDATED LAYER SETTLEMENT DEFORMATION DETECTOR AND ITS APPLICATION
ZHANG Dingding;CHAI Jing;LI Yi;SUN Yayun;LIU Xianwei;ZHANG Guihua;YUAN Qiang;College of Energy Engineering;Xi’an University of Science and Technology;Key Laboratory of Western Mine Exploitation and Hazard Prevention of Ministry of Education;Xi’an University of Science and Technology;
ZHANG Dingding;CHAI Jing;LI Yi;SUN Yayun;LIU Xianwei;ZHANG Guihua;YUAN Qiang;College of Energy Engineering;Xi’an University of Science and Technology;Key Laboratory of Western Mine Exploitation and Hazard Prevention of Ministry of Education;Xi’an University of Science and Technology;
..............page:3289-3297
THREE-DIMENSIONAL SLOPE STABILITY ANALYSIS BASED ON MINIMUM POTENTIAL ENERGY PRINCIPLE
WEN Shujie;LUO Hui;LI You;HU Guobao;TAN Limin;School of Civil Engineering;Central South University;School of Architecture and Surveying Engineering;Jiangxi University of Science and Technology;
WEN Shujie;LUO Hui;LI You;HU Guobao;TAN Limin;School of Civil Engineering;Central South University;School of Architecture and Surveying Engineering;Jiangxi University of Science and Technology;
..............page:3298-3305
THE NARXNN TIME SERIES PREDICTION MODEL FOR GROUND SUBSIDENCE CAUSED BY CONSTRUCTION OF METRO STATION
WEN Ming;ZHANG Dingli;FANG Qian;ZHANG Liangyi;Key Laboratory for Urban Underground Engineering of Ministry of Education;Beijing Jiaotong University;
WEN Ming;ZHANG Dingli;FANG Qian;ZHANG Liangyi;Key Laboratory for Urban Underground Engineering of Ministry of Education;Beijing Jiaotong University;
..............page:3306-3312
EXPERIMENT STUDY ON MECHANICAL PROPERTIES OF BEDDING SHALE IN LOWER SILURIAN LONGMAXI SHALE SOUTHEAST CHONGQING
YAO Guanghua;CHEN Qiao;LIU Hong;TAN Yanhu;WANG Lisha;DU Hongyu;ZHU Honglin;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chongqing Key Laboratory of Exogenic Mineralization and Mine Environment Chongqing Institute of Geology and Mineral Resource;Chongqing Mineral Resources Development Company;Research Center of Shale Gas Development Technology;Chongqing Institute of Green and Intelligent Technolog;Chinese Academy of Science;
YAO Guanghua;CHEN Qiao;LIU Hong;TAN Yanhu;WANG Lisha;DU Hongyu;ZHU Honglin;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chongqing Key Laboratory of Exogenic Mineralization and Mine Environment Chongqing Institute of Geology and Mineral Resource;Chongqing Mineral Resources Development Company;Research Center of Shale Gas Development Technology;Chongqing Institute of Green and Intelligent Technolog;Chinese Academy of Science;
..............page:3313-3319
FLOOR ROADWAY STABILITY IN REPEATED MINING OF CLOSE DISTANCE COAL SEAMS IN LULING COAL MINE
MA Zhenqian;JIANG Yaodong;YAGN Yingming;ZHANG Kexue;Faculty of Resources and Safety Engineering;China University of Mining and Technology;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;
MA Zhenqian;JIANG Yaodong;YAGN Yingming;ZHANG Kexue;Faculty of Resources and Safety Engineering;China University of Mining and Technology;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:3320-3327
STUDY ON REASONABLE WIDTH OF PILLAR BETWEEN ROADWAYS IN LARGE MINING HEIGHT FACE WITH DOUBLE ROADWAYS LAYOUT
YU Xueyi;WANG Qi;ZHAO Bingchao;BO Qishan;WANG Hongtao;School of Energy Engineering;Xi’an University of Science and Technology;Key Laboratory for Western Safe Mining and Hazard Contort of Ministry of Education;Xi’an University of Science and Technology;Shanxi Changwu Tingnan Coal Mining Company Ltd.;
YU Xueyi;WANG Qi;ZHAO Bingchao;BO Qishan;WANG Hongtao;School of Energy Engineering;Xi’an University of Science and Technology;Key Laboratory for Western Safe Mining and Hazard Contort of Ministry of Education;Xi’an University of Science and Technology;Shanxi Changwu Tingnan Coal Mining Company Ltd.;
..............page:3328-3336
INFLUENCE OF JOINT SPACE TO STABLITY OF COLUMNAR JOINTED BASALTIC ROCK MASS
HAO Xianjie;FENG Xiating;ZHOU Yangyi;LI Shaojun;DUAN Shuqian;LI Shuaijun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
HAO Xianjie;FENG Xiating;ZHOU Yangyi;LI Shaojun;DUAN Shuqian;LI Shuaijun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3337-3347
RISK ASSESSMENT AND RESPONSE OF TBM EXCAVATION IN DEEP BURIED FRACTURED ROCK MASS
LIU Ning;ZHANG Chunsheng;CHU Weijiang;ZHANG Chuanqing;WU Xumin;Hydro China Huadong Engineering Corporation;Pumped Storage Engineering center of Zhejiang Province;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LIU Ning;ZHANG Chunsheng;CHU Weijiang;ZHANG Chuanqing;WU Xumin;Hydro China Huadong Engineering Corporation;Pumped Storage Engineering center of Zhejiang Province;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3348-3355
DURABILITY TEST STUDY OF PRESTRESSED ANCHOR BAR IN CORROSION ENVIRONMENT
LI Cong;ZHU Jiebing;WANG Bin;JIANG Yuzhou;ZENG Ping;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
LI Cong;ZHU Jiebing;WANG Bin;JIANG Yuzhou;ZENG Ping;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:3356-3364
DAMAGE CAUSE STUDY FOR STATIC AND DYNAMIC COMBINATION OF EXCAVATION AND UNLOADING IN DEEP UNDERGROUND TUNNELS
LUO Yi;LI Xinping;DONG Qian;HUANG Junhong;GUO Yunhua;Hubei Key Laboratory of Roadway bridge and Structure Engineering;Wuhan University of Technology;School of Civil Engineering and Architecture;Wuhan University of Technology;
LUO Yi;LI Xinping;DONG Qian;HUANG Junhong;GUO Yunhua;Hubei Key Laboratory of Roadway bridge and Structure Engineering;Wuhan University of Technology;School of Civil Engineering and Architecture;Wuhan University of Technology;
..............page:3365-3371
STUDY OF SITE FOREWARN MECHANISM OF ROCK BURST INDUCED BY SHOCK BUMP AND ITS APPLICATION
JIANG Fuxing;YAO Shunli;WEI Quande;ZHANG Liming;WANG Yanliang;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Beijing Anke Xingye Technology Co.;Ltd.;
JIANG Fuxing;YAO Shunli;WEI Quande;ZHANG Liming;WANG Yanliang;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Beijing Anke Xingye Technology Co.;Ltd.;
..............page:3372-3380
EXPERIMENTAL STUDY OF GAS PERMEABILITY OF BENTONITE- SAND MIXTURES AS BUFFER/BACKFILLING MATERIALS
WANG Long;FANG Xiangwei;SHEN Chunni;LI Chunhai;YAO Zhihua;Chongqing Key Laboratory of Geomechanics and Geoenvironmental Protection;Logistical Engineering University;The 75714 Unit of PLA;Department of Architecture and Civil Engineering;Chongqing University of Science and Technology;
WANG Long;FANG Xiangwei;SHEN Chunni;LI Chunhai;YAO Zhihua;Chongqing Key Laboratory of Geomechanics and Geoenvironmental Protection;Logistical Engineering University;The 75714 Unit of PLA;Department of Architecture and Civil Engineering;Chongqing University of Science and Technology;
..............page:3381-3388
NUMERICAL SIMULATION STUDY OF INFLUENCE OF INTERMEDIATE PRINCIPAL STRESS ON STRENGTH AND DEFORMATION OF GRANULAR MATERIALS
ZHENG Yonglai;DENG Shuxin;LI Wenxun;SUN Yujie;College of Civil Engineering;Tongji University;
ZHENG Yonglai;DENG Shuxin;LI Wenxun;SUN Yujie;College of Civil Engineering;Tongji University;
..............page:3389-3396
STUDY OF MESOSCOPIC FRACTAL FEATURE AND MECHANICAL PROPERTIES FOR ROCK AND SOIL AGGREGATES SAMPLES
WANG Yu;LI Xiao;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Science;University of Chinese Academy of Sciences;
WANG Yu;LI Xiao;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Science;University of Chinese Academy of Sciences;
..............page:3397-3407
POST-CONSTRUCTION SETTLEMENT ANALYSIS OF LOESS-HIGH FILLED FOUNDATION BASED ON MODIFIED FDA APPROACH
ZHU Caihui;LI Ning;Institute of Geotechnical Engineering;Xi’an University of Technology;
ZHU Caihui;LI Ning;Institute of Geotechnical Engineering;Xi’an University of Technology;
..............page:3408-3417
STUDY OF PERMANENT SHEAR DEFORMATION OF SATURATEDCOMPACTED SILTY SAND BASED ON MODULUS SOFTENING METHOD
HOU Wei;CAI Zhengyin;ZHOU Jian;CAO Pei;NIU Fusheng;Department of Geotechnical Engineering;Tongji University;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Nanjing;
HOU Wei;CAI Zhengyin;ZHOU Jian;CAO Pei;NIU Fusheng;Department of Geotechnical Engineering;Tongji University;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Nanjing;
..............page:3418-3423
EXPERIMENTAL STUDY OF THE MECHANISM OF FLOWING SOIL FOR HOMOGENEOUS COHESIONLESS SOIL
HUANG Dewen;CHEN Jiansheng;CHEN Liang;WANG Shuang;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
HUANG Dewen;CHEN Jiansheng;CHEN Liang;WANG Shuang;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:3424-3431
DETERMINATION OF CONCENTRATION RANGE OF FINE UNCLASSIFIED TAILINGS PASTE IN COPPER-MOLYBDENUM MINE
LIU Chao;WANG Hongjiang;WU Aixiang;WANG Yong;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine;University of Science and Technology Beijing;
LIU Chao;WANG Hongjiang;WU Aixiang;WANG Yong;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine;University of Science and Technology Beijing;
..............page:3432-3438
INTEGRAL SOLUTIONS FOR THE ONE-DIMENSIONAL TRANSIENT RESPONSE OF UNSATURATED SEMI-INFINITE POROUS MEDIA
SHAN Zhendong;LING Daosheng;DING Haojiang;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;
SHAN Zhendong;LING Daosheng;DING Haojiang;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;
..............page:3439-3445
KEY PARAMETERS CONTROLLING UNCONFINED COMPRESSIVE STRENGTH OF SOIL-CEMENT MIXTURES
CAO Zhiguo;ZHANG Dingwen;School of Transportation;Southeast University;
CAO Zhiguo;ZHANG Dingwen;School of Transportation;Southeast University;
..............page:3446-3454
SOLUTION FOR THE POISEUILLE FLOW IN A FLUID CHANNEL WITH A POROUS MEDIUM INSERT BY CONSIDERING NON-DARCY EFFECTS
DAI Chuanshan;LI Qi;LEI Haiyan;Key Laboratory of Efficient Utilization of Low and Medium Grade Energy;Ministry of Education;Tianjin University;School of Mechanical Engineering;Tianjin University;
DAI Chuanshan;LI Qi;LEI Haiyan;Key Laboratory of Efficient Utilization of Low and Medium Grade Energy;Ministry of Education;Tianjin University;School of Mechanical Engineering;Tianjin University;
..............page:3455-3459
LABORATORY TEST AND APPLICATION OF FILTER CAKE FORMATION IN SAND DURING SLURRY SHIELD CONSTRUCTION
WU Di;ZHOU Shunhua;WEN Xin;Key Laboratory of Road and Traffic Engineering of the Ministry of Education;Tongji University;
WU Di;ZHOU Shunhua;WEN Xin;Key Laboratory of Road and Traffic Engineering of the Ministry of Education;Tongji University;
..............page:3460-3467
STUDY OF INDOOR MODEL TEST SYSTEM OF LATERALLY LOADED PILES
CAO Zhaohu;KONG Gangqiang;LIU Hanlong;LIU Yanchen;ZHOU Hang;Key Laboratory of Geomechanics and Embankment Engineering;Ministry of Education;Hohai University;College of Civil and Transportation Engineering;Hohai University;
CAO Zhaohu;KONG Gangqiang;LIU Hanlong;LIU Yanchen;ZHOU Hang;Key Laboratory of Geomechanics and Embankment Engineering;Ministry of Education;Hohai University;College of Civil and Transportation Engineering;Hohai University;
..............page:3468-3475
RESEARCH OF BEARING MECHANISM AND BEARING CAPACITY SOLUTION FOR BOREHOLE CAST-IN-PLACE PILE
GAO Zikun;SHI Jianyong;School of Civil Engineering;Putian University;College of Water Conservancy and Hydropower Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
GAO Zikun;SHI Jianyong;School of Civil Engineering;Putian University;College of Water Conservancy and Hydropower Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:3476-3483
VARIATION OF THE SHEAR STRENGTH OF XIAMEN UNSATURATED RESIDUAL SOILS WITH WATER CONTENT
CHEN Dongxia;GONG Xiaonan;MA Kang;School of Architecture and Civil Engineering;Xiamen University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
CHEN Dongxia;GONG Xiaonan;MA Kang;School of Architecture and Civil Engineering;Xiamen University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
..............page:3484-3490
RESEARCH OF PREDICTION METHOD FOR SURFACE SUBSIDENCE OF PIT-IN-PIT PROJECTS IN BEIJING AREA
SUN Yi;ZHANG Dingli;FANG Qian;YU Fucai;TAI Qimin;Key Laboratory for Urban Underground Engineering of Ministry of Education;Beijing Jiaotong University;
SUN Yi;ZHANG Dingli;FANG Qian;YU Fucai;TAI Qimin;Key Laboratory for Urban Underground Engineering of Ministry of Education;Beijing Jiaotong University;
..............page:3491-3498
OPTIMIZATION ANALYSIS OF EFFICIENCY OF ISOLATION PILES IN CONTROLLING THE DEFORMATION OF EXISTING TUNNELS ADJACENT TO DEEP EXCAVATION
ZHENG Gang;DU Yiming;DIAO Yu;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;School of Civil Engineering;Tianjin University;
ZHENG Gang;DU Yiming;DIAO Yu;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;School of Civil Engineering;Tianjin University;
..............page:3499-3509
APPLICATION OF DIGITAL FOUNDATION PIT SYSTEM IN A DEEP EXCAVATION
XU Wenjie;TANG Dehong;TAN Rujiao;ZHANG Qibin;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;Institute of Mechanics;Chinese Academy of Sciences;Tianjin Municipal Engineering Design and Research Institute;
XU Wenjie;TANG Dehong;TAN Rujiao;ZHANG Qibin;State Key Laboratory of Hydroscience and Hydraulic Engineering;Tsinghua University;Institute of Mechanics;Chinese Academy of Sciences;Tianjin Municipal Engineering Design and Research Institute;
..............page:3510-3517
SEISMIC DESIGN AND RESEARCH DEVELOPMENT FOR PILE FOUNDATIONS OF GRAVITY PIER IN HIGH-SPEED RAILWAY BRIDGE
ZHANG Yongliang;NING Guixia;CHEN Xingchong;Key Laboratory of Road and Bridge and Underground Engineering of Gansu Province;Lanzhou Jiaotong University;School of Civil Engineering;Lanzhou Jiaotong University;
ZHANG Yongliang;NING Guixia;CHEN Xingchong;Key Laboratory of Road and Bridge and Underground Engineering of Gansu Province;Lanzhou Jiaotong University;School of Civil Engineering;Lanzhou Jiaotong University;
..............page:3518-3524
ANALYSIS OF ONE-DIMENSIONAL LARGE STRAIN CONSOLIDATION OF SOFT CLAY WITH THRESHOLD GRADIENT
LI Chuanxun;XU Chao;XIE Kanghe;Faculty of Civil Engineering and Mechanics;Jiangsu University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
LI Chuanxun;XU Chao;XIE Kanghe;Faculty of Civil Engineering and Mechanics;Jiangsu University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
..............page:3525-3533
RESEARCH ON THE ACCUMULATED PLASTIC STRAIN NONLINEAR PREDICTING MODEL OF THE SATURATED CLAY
GAO Jun;Wuhan-Guangzhou Railway Passenger Dedicated Line Co.;Ltd.;
GAO Jun;Wuhan-Guangzhou Railway Passenger Dedicated Line Co.;Ltd.;
..............page:3534-3540
CRACKING DEFORMATION CHARACTERISTICS FOR ROCK AND SOIL AGGREGATE UNDER UNIAXIAL COMPRESSIVE TEST
WANG Yu;LI Xiao;LI Shouding;LI Guanfang;ZHAO Zhiheng;Key Laboratory of Shale Gas and Geoengineering;Institute of Geology and Geophysics;Chinese Academy of Sciences;
WANG Yu;LI Xiao;LI Shouding;LI Guanfang;ZHAO Zhiheng;Key Laboratory of Shale Gas and Geoengineering;Institute of Geology and Geophysics;Chinese Academy of Sciences;
..............page:3541-3552
FIELD EXPERIMENTAL STUDY ON DYNAMIC INVESTIGATION TECHNIQUE BASED ON THE CONSTRUCTION OF U-SHAPED STEEL SHEET PILE
LI Pengju;ZHOU Haiqing;SU Hang;WU Runze;TENG Yunlong;Department of Civil Engineering;Logistical Engineering University;Chongqing Key Laboratory of Geomechanics and Geoenvironmental Protection;Logistical Engineering University;Shenyang Military Institute of Architectural Design;
LI Pengju;ZHOU Haiqing;SU Hang;WU Runze;TENG Yunlong;Department of Civil Engineering;Logistical Engineering University;Chongqing Key Laboratory of Geomechanics and Geoenvironmental Protection;Logistical Engineering University;Shenyang Military Institute of Architectural Design;
..............page:3553-3563
RESEARCH ON BIAXIAL TEST OF MECHANICAL CHARACTERISTICS ON SOIL-ROCK AGGREGATE(SRA) BASED ON PARTICLE FLOW CODE SIMULATION
TIAN Hunan;JIAO Yuyong;WANG Hao;MA Jiangfeng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
TIAN Hunan;JIAO Yuyong;WANG Hao;MA Jiangfeng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3564-3573
EXPERIMENTAL STUDY OF ENGINEERING PROPERTIES OF LOESS REINFORCED BY CONSOLID SYSTEM
ZHANG Huyuan;LIN Chengbin;SHENG Yumeng;Key Laboratory of Mechanics on Western Disaster and Environment Mechanics;Lanzhou University;School of Civil Engineering and Mechanics;Lanzhou University;
ZHANG Huyuan;LIN Chengbin;SHENG Yumeng;Key Laboratory of Mechanics on Western Disaster and Environment Mechanics;Lanzhou University;School of Civil Engineering and Mechanics;Lanzhou University;
..............page:3574-3580
COMPARATIVE STUDY OF CRUSHING OF COARSE-GRAINED SOILS BY LARGE-SCALE DIRECT SHEAR TESTS
LI Xuemei;LI Hongwen;FANG Huajian;Zhejiang Institute of Hydraulics and Estuary;Zhejiang Provincial Key Laboratory of Hydraulics Disaster Prevention and Mitigation;Zhejiang Guangchuan Engineering Consulting Co.;Ltd.;
LI Xuemei;LI Hongwen;FANG Huajian;Zhejiang Institute of Hydraulics and Estuary;Zhejiang Provincial Key Laboratory of Hydraulics Disaster Prevention and Mitigation;Zhejiang Guangchuan Engineering Consulting Co.;Ltd.;
..............page:3581-3587
HORIZONTAL STATIC LOAD TEST RESEARCH FOR PILE LATERAL FRICTION AND TIP RESISTANCE OF GROUTING TECHNIQUE
WAN Zheng;QIU Rendong;Foundation Institute;China Academy of Building Research;
WAN Zheng;QIU Rendong;Foundation Institute;China Academy of Building Research;
..............page:3588-3596
INFLUENCES OF FREEZE-THAW CYCLES ON MECHANICAL PORPERTIES OF SILTY CLAY BASED ON SEM AND MIP TEST
ZHANG Ying;BING Hui;YANG Chengsong;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
ZHANG Ying;BING Hui;YANG Chengsong;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
..............page:3597-3603
RISK ANALYSIS BASED ON THE PARAMETERS SENSITIVITY ANALYSIS FOR GROUND SETTLEMENT INDUCED BY SHIELD TUNNELING
ZHENG Gang;LU Ping;CAO Jianran;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;School of Civil Engineering;Tianjin University;
ZHENG Gang;LU Ping;CAO Jianran;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;School of Civil Engineering;Tianjin University;
..............page:3604-3612