1000-6915
2016 Issue 7
Rheological test of separation between viscoelastic-plastic strains and creep damage model
ZHAO Yanlin;TANG Jinzhou;FU Chengcheng;WAN Wen;WANG Weijun;LUO Shilin;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;TANG Jinzhou;FU Chengcheng;WAN Wen;WANG Weijun;LUO Shilin;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:1297-1308
True triaxial experimental study of rockburst process under low frequency cyclic disturbance load combined with static load
SU Guoshao;HU Lihua;FENG Xiating;WANG Jinhuan;ZHANG Xiaohe;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;
SU Guoshao;HU Lihua;FENG Xiating;WANG Jinhuan;ZHANG Xiaohe;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:1309-1322
The growth of mixed-mode Ⅰ/Ⅱ crack under impacting loads
WANG Meng;ZHU Zheming;WANG Xiong;Key Laboratory of Energy Engineering Safety and Disaster Mechanics;Minstry of Education;Sichuan University;
WANG Meng;ZHU Zheming;WANG Xiong;Key Laboratory of Energy Engineering Safety and Disaster Mechanics;Minstry of Education;Sichuan University;
..............page:1323-1332
Experimental study of characteristics of irreversibility and fracture precursors of acoustic emission in rock under different confining pressures
ZENG Peng;JI Hongguang;SUN Lihui;ZHANG Zijian;GAO Yu;JIANG Hua;LI Chengjiang;School of Civil and Environmental Engineering;University of Science and Technology Beijing;College of Resources;Hebei University of Engineering;Engineering Construction Company;Qingdao Metro Group Co.;Ltd.;Central Research Institute of Building and Construction Co.;Ltd.;MCC Group;
ZENG Peng;JI Hongguang;SUN Lihui;ZHANG Zijian;GAO Yu;JIANG Hua;LI Chengjiang;School of Civil and Environmental Engineering;University of Science and Technology Beijing;College of Resources;Hebei University of Engineering;Engineering Construction Company;Qingdao Metro Group Co.;Ltd.;Central Research Institute of Building and Construction Co.;Ltd.;MCC Group;
..............page:1333-1340
Effects of microstructure and micro parameters on macro mechanical properties and failure of rock
ZHANG Guokai;LI Haibo;XIA Xiang;LI Junru;LI Xiaofeng;SONG Tao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
ZHANG Guokai;LI Haibo;XIA Xiang;LI Junru;LI Xiaofeng;SONG Tao;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
..............page:1341-1352
Stability analysis of the surrounding rock of underground water-sealed oil storage caverns based on microseismic monitoring during construction
MA Ke;TANG Chun?an;LIANG Zhengzhao;WU Jiang;XU Nuwen;ZHUANG Duanyang;Institute of Mechanics;Chinese Academy of Sciences;Dalian Mechsoft Co.;Ltd.;Institute of Rock Instability and Seismicity Research;Dalian University of Technology;China Petroleum Longway Engineering Project Management Co.;Ltd.;College of Water Resources and Hydropower;Sichuan University;
MA Ke;TANG Chun?an;LIANG Zhengzhao;WU Jiang;XU Nuwen;ZHUANG Duanyang;Institute of Mechanics;Chinese Academy of Sciences;Dalian Mechsoft Co.;Ltd.;Institute of Rock Instability and Seismicity Research;Dalian University of Technology;China Petroleum Longway Engineering Project Management Co.;Ltd.;College of Water Resources and Hydropower;Sichuan University;
..............page:1353-1365
State of the art:challenge and methods on large deformation in tunnel engineering and introduction of a new type supporting system
LI Shucai;XU Fei;LI Liping;WANG Weiming;ZHANG Wei;ZHANG Qianqing;SHI Shaoshuai;Research Center of Geotechnical and Structural Engineering;Shandong University;College of Civil Engineering and Architecture;Shandong University of Science and Technology;No.14 Railway Bureau Cheng-Lan Railway Engineering Directorate;
LI Shucai;XU Fei;LI Liping;WANG Weiming;ZHANG Wei;ZHANG Qianqing;SHI Shaoshuai;Research Center of Geotechnical and Structural Engineering;Shandong University;College of Civil Engineering and Architecture;Shandong University of Science and Technology;No.14 Railway Bureau Cheng-Lan Railway Engineering Directorate;
..............page:1366-1376
Real-time monitoring of dynamic stability coefficient and displacement criterion of the creep slope
HE Keqiang;CHEN Weigong;ZHANG Peng;Engineering Technique Research Center of Geo-environment and Impact;Qingdao University of Technology;
HE Keqiang;CHEN Weigong;ZHANG Peng;Engineering Technique Research Center of Geo-environment and Impact;Qingdao University of Technology;
..............page:1377-1385
Damage mechanism of surrounding rocks due to repeated disturbance between blasting delays in deep tunnels
HE Qi;YAN Peng;LU Wenbo;CHEN Ming;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;
HE Qi;YAN Peng;LU Wenbo;CHEN Ming;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:1386-1396
Research on cut gob-side entry retaining in thin coal seam of Tangshan ditch
ZHANG Guofeng;XU Youqing;GE Pengtao;School of Civil and Architecture Engineering;China University of Mining and Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Shanxi New Tangshan Ditch Coal Limited Company;
ZHANG Guofeng;XU Youqing;GE Pengtao;School of Civil and Architecture Engineering;China University of Mining and Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Shanxi New Tangshan Ditch Coal Limited Company;
..............page:1397-1406
Critical deformation velocity of landslides in different deformation phases
LI Cong;ZHU Jiebing;WANG Bin;JIANG Yuzhou;LIU Xiaohong;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;LIU Xiaohong;ZENG Ping;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:1407-1414
Development and application of simulation test system for water and sand inrush across overburden fissures due to coal mining
GUO Weijia;WANG Hailong;CHEN Shaojie;LI Jinping;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;Shandong Society for Rock Mechanics and Engineering;
GUO Weijia;WANG Hailong;CHEN Shaojie;LI Jinping;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;Shandong Society for Rock Mechanics and Engineering;
..............page:1415-1422
A statistical method to identify blasts and microseismic events and its engineering application
DONG Longjun;SUN Daoyuan;LI Xibing;MA Ju;CHEN Guanghui;ZHANG Chuxuan;School of Resources and Safety Engineering;Central South University;Jiaojia Gold Mine;Shandong Gold Group Co.;Ltd.;
DONG Longjun;SUN Daoyuan;LI Xibing;MA Ju;CHEN Guanghui;ZHANG Chuxuan;School of Resources and Safety Engineering;Central South University;Jiaojia Gold Mine;Shandong Gold Group Co.;Ltd.;
..............page:1423-1433
Variation of temperature and permafrost along Qinghai—Tibet railway
CAI Hancheng;LI Yong;YANG Yongpeng;TANG Caimei;CHENG Libin;LIU Kun;Northwest Research Institute Co.;Ltd.;China Railway Engineering Corporation;Qinghai Province Key Laboratory of Permafrost and Environmental Engineering;The 93929 Troops of Chinese People?s Liberation Army;
CAI Hancheng;LI Yong;YANG Yongpeng;TANG Caimei;CHENG Libin;LIU Kun;Northwest Research Institute Co.;Ltd.;China Railway Engineering Corporation;Qinghai Province Key Laboratory of Permafrost and Environmental Engineering;The 93929 Troops of Chinese People?s Liberation Army;
..............page:1434-1444
Experimental study of dynamic shear moduli and microscopic-pore structure of soft clay
MO Haihong;SHAN Yi;MA Hao;CHEN Junsheng;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Building Science;South China University of Technology;Department of Civil Engineering;Shantou University;China Light Industry Wuhan Design and Engineering Co.;Ltd.;
MO Haihong;SHAN Yi;MA Hao;CHEN Junsheng;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Building Science;South China University of Technology;Department of Civil Engineering;Shantou University;China Light Industry Wuhan Design and Engineering Co.;Ltd.;
..............page:1445-1451
Influence of negative temperature on dynamic shear modulus and damping ratio of soil
YU Xiaobo;SUN Rui;YUAN Xiaoming;MENG Shangjiu;WANG Miao;SUN Yiqiang;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;Harbin University of Science and Technology;
YU Xiaobo;SUN Rui;YUAN Xiaoming;MENG Shangjiu;WANG Miao;SUN Yiqiang;Key Laboratory of Earthquake Engineering and Engineering Vibration;Institute of Engineering Mechanics;China Earthquake Administration;Harbin University of Science and Technology;
..............page:1452-1465
..............page:1465
A unified solution of critical filling height for embankment considering intermediate principal stress and its comparisons
ZHANG Changguang;YAN Qing;ZHANG Chenglin;School of Civil Engineering;Chang?an University;
ZHANG Changguang;YAN Qing;ZHANG Chenglin;School of Civil Engineering;Chang?an University;
..............page:1466-1473
Influence of particle size on water retention of soils
CHEN Yulong;UCHIMURA Taro;Department of Civil Engineering;University of Tokyo;
CHEN Yulong;UCHIMURA Taro;Department of Civil Engineering;University of Tokyo;
..............page:1474-1482
Split grouting mechanism based on nonlinear characteristics of compression process of soil
ZHANG Lianzhen;LI Zhipeng;ZHANG Qingsong;LIU Rentai;ZHANG Xiao;YU Wensheng;Geotechnical and Structural Engineering Research Center;Shandong University;School of Transportation and Civil Engineering;Shandong Jiaotong University;Jiangxi Provincial Highway Investment Group Co.;Ltd.;
ZHANG Lianzhen;LI Zhipeng;ZHANG Qingsong;LIU Rentai;ZHANG Xiao;YU Wensheng;Geotechnical and Structural Engineering Research Center;Shandong University;School of Transportation and Civil Engineering;Shandong Jiaotong University;Jiangxi Provincial Highway Investment Group Co.;Ltd.;
..............page:1483-1493
Experimental study on constitutive model of structural Q3 loess based on disturbed state concept
SHAO Shuai;CHU Feng;SHAO Shengjun;Research Institute of Geotechnical Engineering;Xi￠an University of Technology;
SHAO Shuai;CHU Feng;SHAO Shengjun;Research Institute of Geotechnical Engineering;Xi￠an University of Technology;
..............page:1494-1500
Shear behaviors of lignin stabilized silt based on the principle of energy conservation
ZHANG Tao;LIU Songyu;CAI Guojun;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;Southeast University;
ZHANG Tao;LIU Songyu;CAI Guojun;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;Southeast University;
..............page:1501-1512