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Chinese Journal of Rock Mechanics and Engineering
1000-6915
2016 Issue 6
The Mohr stress circle theory and strength criterion of friction materials of rock and soil
ZHENGYingren;XIANG Yuzhou;GAO Hong;Department of Military and Civil Engineering;Logistical Engineering University of PLA;Department of Civil Engineering;Chongqing University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1081-1089
Experimental study of mechanical properties of staggered zones under loading and unloading conditions of high stresses
DUAN Shuqian;FENG Xiating;JIANG Quan;XU Dingping;XU Hong;LIU Guofeng;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;
..............page:1090-1101
The complementary model and smoothing algorithm for 3D contact problems
LI Cuihua;ZHENG Hong;JIANG Qinghui;ZHOU Chuangbing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Hubei Water Resources Technical College;College of Architecture and Civil Engineering;Beijing University of Technology;School of Civil and Architectural Engineering;Wuhan University;
..............page:1102-1110
Strain energy evolution of penetrative rock joints under shear loading
GE Yunfeng;TANG Huiming;WANG Liangqing;XIONG Chengren;ZHANG Shen;WANG Dingjian;Faculty of Engineering;China University of Geosciences;Three Gorges Research Center for Geo-hazard;Ministry of Education;China University of Geosciences;
..............page:1111-1121
Parallel 3D electrical resistivity inversion method with inequality constraint based on slack variables
LI Shucai;WANG Chuanwu;NIE Lichao;LIU Bin;CHEN Lei;LIU Zhengyu;TIAN Mingzhen;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:1122-1132
Statistic damage threshold of critical broken rock mass under blasting load
LIU Liang;LU Wenbo;CHEN Ming;YAN Peng;WANG Gaohui;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
..............page:1133-1140
Rock brittleness evaluation based on stress dropping rate after peak stress and energy ratio
XIA Yingjie;LI Lianchong;TANG Chun¢an;MA Shou;LI Ming;BAO Chunyan;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Petroleum Engineering Technology Research Institute of Shengli Oil Field;SINOPEC;College of Civil Engineering;Shaoxing University;
..............page:1141-1154
Reliability analysis of slopes based on blind data theory
CHEN Xunlong;GONG Wenhui;QIU Jinwei;YU Peng;WANG Dong;School of Civil Engineering and Mechanics;Huazhong University of Science and Technology;
..............page:1155-1160
Experimental study of the shear behavior of carbonate bedding planes cemented by different materials
ZHOU Yangyi;FENG Xiating;XU Dingping;LI Shuaijun;CHEN Dongfang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines;Northeastern University;
..............page:1161-1172
Seismic responses of fiber reinforced concrete tunnel lining with shaking table test
MENG Guowang;ZHOU Jiamei;GAO Bo;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;Southwest Jiaotong University;
..............page:1173-1181
Experimental study of propagation mode of crack in real rock specimens with a single crack
LIU Weitao;SHEN Jianjun;College of Mining and Safety Engineering;Shandong University of Science and Technology;College of Geoscience and Surveying Engineering;China University of Mining and Technology;
..............page:1182-1189
Acoustic signal characteristics in rockburst process
SU Guoshao;SHI Yanjiong;FENG Xiating;JIANG Jianqing;JIANG Quan;School of Civil and Architecture Engineering;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education;Guangxi University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:1190-1201
Elastic analysis of ground displacement and liner stress induced by shallow shield excavation considering non-uniform convergence deformation with liner
ZHANG Zhiguo;BAI Qiaomu;ZHAO Qihua;School of Environment and Architecture;University of Shanghai for Science and Technology;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:1202-1213
Model test to earth pressure distribution on pipe roof of tunnels as pre-supporting system in weak surrounding rock
GUO Xuan;ZHANG Hongru;MENG Jiao;ZHANG Xiaoxin;WANG Mengshu;ZHU Ying;School of Civil Engineering;Beijing Jiaotong University;China Construction Engineering Design Group Corporation Limited;
..............page:1214-1224
Physical modeling test for entrainment effect of landslides and the related mechanism discussion
LU Pengyuan;HOU Tianxing;YANG Xingguo;HAO Minghui;ZHOU Jiawen;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resource and Hydropower;Sichuan University;
..............page:1225-1232
Multi-layer thermo-elastic foundation beam model of UCG and its application
XIN Lin;CHENG Weimin;WANG Gang;NIE Wen;ZHOU Gang;LIU Zhen;YU Yanbin;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology;Shandong University of Science and Technology;College of Mining and Safety Engineering;Shandong University of Science and Technology;
..............page:1233-1244
Full scale test and FEM simulation to ring-type brake energy dissipater in falling rock protection
LIU Chengqing;CHEN Linya;CHEN Chi;DENG Yongxiang;School of Civil Engineering;Southwest Jiaotong University;Key Laboratory of High-speed Railway Engineering;Ministry of Education;Southwest Jiaotong University;China Railway Siyuan Survey and Design Group Co.;Ltd.;
..............page:1245-1254
Characteristics of tensile strength and fracture properties of coal based on semi-circular bending tests
ZHAO Yixin;GONG Shuang;JIANG Yaodong;HAN Chao;School of Resource and Safety Engineering;China University of Mining and Technology;State Key Labratory of Coal Resources and Safe Mining;China University of Mining and Technology;School of Mechanics and Civil Engineering;China University of Mining and Technology;
..............page:1255-1264
Cumulative deformation of a caisson-piles composite foundation in sand subjected to cyclic lateral loading
ZHANG Xun;HUANG Maosong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministy of Education;Tongji University;
..............page:1265-1272
Triaxial creep tests on geotextile reinforced soil
SU Lihai;LI Ning;ZHU Caihui;Institute of Geotechnical Engineering;Xi¢an University of Technology;
..............page:1273-1280
Renormalization study of vertical vibration of single pile with cushion cap
LI Hongjiang;LIU Songyu;TONG Liyuan;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;Southeast University;
..............page:1281-1290
Experimental study of flocculation combined with vacuum preloading to reinforce silt foundation
ZHAO Sen;ZENG Fangjin;WANG Jun;FU Hongtao;WANG Yadong;School of Architectural and Surveying and Mapping Engineering;Jiangxi University of Science and Technology;College of Architecture and Civil Engineering;Wenzhou University;Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation;Wenzhou University;The Innovation Center of Tideland Reclamation and Ecological Protection;Wenzhou University;
..............page:1291-1296