1000-6915
2015 Issue 3
yan shi li xue yu gong cheng xue bao zheng gao jian ze
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:430
A MICROMECHANICAL CONSTITUTIVE DAMAGE MODEL FOR BEISHAN GRANITE
ZHU Qizhi;LIU Haixu;WANG Wei;SHAO Jianfu;Geotechnical Engineering Research Institute;Hohai University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;
ZHU Qizhi;LIU Haixu;WANG Wei;SHAO Jianfu;Geotechnical Engineering Research Institute;Hohai University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;
..............page:433-439
EXPERIMENTAL STUDY OF MECHANICAL BEHAVIOR OF RED SANDSTONE WITH TWO NON-COPLANAR FISSURES AFTER HIGH TEMPERATURE HEATING
YANG Shengqi;HUANG Yanhua;WEN Sen;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province;Wuhan University;
YANG Shengqi;HUANG Yanhua;WEN Sen;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province;Wuhan University;
..............page:440-451
ADVANCE AND REVIEW ON FREEZING-THAWING DAMAGE OF FRACTURED ROCK
LIU Quansheng;HUANG Shibing;KANG Yongshui;CUI Xianze;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
LIU Quansheng;HUANG Shibing;KANG Yongshui;CUI Xianze;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education;Wuhan University;
..............page:452-471
PHYSICAL MODELING TESTS ON INVERSE GRADING OF PARTICLES IN HIGH SPEED LANDSLIDE DEBRIS
HAO Minghui;XU Qiang;YANG Xingguo;PENG Tao;ZHOU Jiawen;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
HAO Minghui;XU Qiang;YANG Xingguo;PENG Tao;ZHOU Jiawen;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;
..............page:472-479
SIMULATION OF THREE-DIMENSIONAL MOVEMENT OF LANDSLIDE-DEBRIS FLOW BASED ON FINITE VOLUME METHOD
DU Juan;YIN Kunlong;WANG Jiajia;Three Gorges Research Center for Geo-hazard;Ministry of Education;China University of Geosciences;Faculty of Engineering;China University of Geosciences;
DU Juan;YIN Kunlong;WANG Jiajia;Three Gorges Research Center for Geo-hazard;Ministry of Education;China University of Geosciences;Faculty of Engineering;China University of Geosciences;
..............page:480-488
IMPROVEMENT OF CONTACT DETECTION ALGORITHM OF THREE-DIMENSIONAL BLOCKS
LIU Xingen;ZHU Hehua;LIU Xuezeng;WU Wei;Shanghai Tongyan Civil Engineering Technology Co.;Ltd.;Department of Geotechnical Engineering;Tongji University;Mapping and Geographic Information Institute;Tongji University;
LIU Xingen;ZHU Hehua;LIU Xuezeng;WU Wei;Shanghai Tongyan Civil Engineering Technology Co.;Ltd.;Department of Geotechnical Engineering;Tongji University;Mapping and Geographic Information Institute;Tongji University;
..............page:489-497
COMPARISONS AND APPLICATIONS OF DISPLACEMENT RELEASE COEFFICIENTS FOR A CIRCULAR ROCK TUNNEL SUBJECTED TO ISOTROPIC GEOSTRESSES
ZHANG Changguang;ZENG Kaihua;School of Civil Engineering;Chang’an University;Jiangxi Provincial Engineering Research Center of the Special Reinforcement and Safety Monitoring Technology in Hydraulic and Civil Engineering;Nanchang Institute of Technology;
ZHANG Changguang;ZENG Kaihua;School of Civil Engineering;Chang’an University;Jiangxi Provincial Engineering Research Center of the Special Reinforcement and Safety Monitoring Technology in Hydraulic and Civil Engineering;Nanchang Institute of Technology;
..............page:498-510
AN EQUIVALENT CRYSTAL MODEL FOR MESOSCOPIC BEHAVIOUR OF ROCK
ZHOU Yu;GAO Yongtao;WU Shunchuan;YAN Qiong;SUN Hao;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine;University of Science and Technology Beijing;
ZHOU Yu;GAO Yongtao;WU Shunchuan;YAN Qiong;SUN Hao;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine;University of Science and Technology Beijing;
..............page:511-519
EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF GRANITE UNDER WATER-ROCK COUPLING
ZHANG Shuguang;LIU Jiaqi;CHEN Peipei;SUN Chuang;WANG Youtao;School of Civil Engineering and Transportation;Liaoning Technical University;
ZHANG Shuguang;LIU Jiaqi;CHEN Peipei;SUN Chuang;WANG Youtao;School of Civil Engineering and Transportation;Liaoning Technical University;
..............page:520-527
A THREE-DIMENSIONAL MODEL WITH SPRING-DEFORMABLE-BLOCKS FOR POST-FAILURE MOTION OF LANDSLIDES
YANG Haiqing;LAN Yifan;ZENG Youyuan;ZHOU Xiaoping;School of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;Chongqing University;
YANG Haiqing;LAN Yifan;ZENG Youyuan;ZHOU Xiaoping;School of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;Chongqing University;
..............page:528-536
STUDY OF VISCO-ELASTO-PLASTIC CONSTITUTIVE MODEL OF COAL UNDER CYCLIC LOADING
XU Peng;YANG Shengqi;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
XU Peng;YANG Shengqi;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
..............page:537-545
SPATIAL DISTRIBUTION STRUCTURE OF LOESS LANDSLIDES AND CAUSE ANALYSIS BASED ON CORRELATED FRACTAL DIMENSION
QIU Haijun;CUI Peng;WANG Yanmin;LIU Qi;HU Sheng;GAO Yu;JIN Xin;Institute of Mountain Hazard and Environment;Chinese Academy of Sciences;College of Urban and Environmental Science;Northwest University;School of Chemistry and Environmental Science;Shaanxi University of Technology;
QIU Haijun;CUI Peng;WANG Yanmin;LIU Qi;HU Sheng;GAO Yu;JIN Xin;Institute of Mountain Hazard and Environment;Chinese Academy of Sciences;College of Urban and Environmental Science;Northwest University;School of Chemistry and Environmental Science;Shaanxi University of Technology;
..............page:546-555
THREE-DIMENSIONAL RECONSTRUCTION OF COMPLEX GEOLOGICAL INTERFACES AND ITS EVALUATION METHOD
SUN Bo;LIU Daan;Institute of Geology and Geophysics;Chinese Academy of Sciences;
SUN Bo;LIU Daan;Institute of Geology and Geophysics;Chinese Academy of Sciences;
..............page:556-564
INTACT-LOOSE MEDIUM EQUIVALENT TRANSFORMATION AFTER COUPLED CRACKING AND ASSESSMENT OF CAVING CAPABILITY
CUI Feng;LAI Xingping;CAO Jiantao;SHAN Pengfei;School of Energy;Xi’an University of Science and Technology;Key Laboratory of Western Mines and Hazard Prevention of Ministry of Education;Xi’an University of Science and Technology;
CUI Feng;LAI Xingping;CAO Jiantao;SHAN Pengfei;School of Energy;Xi’an University of Science and Technology;Key Laboratory of Western Mines and Hazard Prevention of Ministry of Education;Xi’an University of Science and Technology;
..............page:565-571
EFFECT OF HYDROSTATIC PRESSURE ON GEOMATERIALS
DU Xiuli;MA Chao;LU Dechun;Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;Beijing Collaborative Innovation Center for Metropolitan Transportation;
DU Xiuli;MA Chao;LU Dechun;Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;Beijing Collaborative Innovation Center for Metropolitan Transportation;
..............page:572-582
ANALYSIS OF GROUND SURFACE DISPLACEMENT AND HORIZONTAL MOVEMENT OF DEEP SOILS INDUCED BY SHIELD ADVANCING
LIANG Rongzhu;XIA Tangdai;LIN Cungang;YU Feng;College of Civil Engineering and Architecture;Zhejiang University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Civil Construction and Environmental Engineering;Ningbo University;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
LIANG Rongzhu;XIA Tangdai;LIN Cungang;YU Feng;College of Civil Engineering and Architecture;Zhejiang University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Civil Construction and Environmental Engineering;Ningbo University;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
..............page:583-593
INFLUENCE OF CYCLIC CONFINING PRESSURE ON CUMULATIVE DEFORMATION BEHAVIOR OF OVERCONSOLIDATED CLAY
SUN Lei;WANG Jun;SUN Honglei;GU Chuan;CAI Yuanqiang;College of Civil Engineering and Architecture;Zhejiang University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Civil Engineering and Architecture;Wenzhou University;
SUN Lei;WANG Jun;SUN Honglei;GU Chuan;CAI Yuanqiang;College of Civil Engineering and Architecture;Zhejiang University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Civil Engineering and Architecture;Wenzhou University;
..............page:594-600
GROUND VIBRATION ANALYSIS INDUCED BY HIGH-SPEED TRAIN BASED ON IN-SITU DATA
CHEN Gongqi;Shanghai Road and Bridge Co.;Ltd.;Department of Geotechnical Engineering;Tongji University;
CHEN Gongqi;Shanghai Road and Bridge Co.;Ltd.;Department of Geotechnical Engineering;Tongji University;
..............page:601-611
EXPERIMENTAL STUDY OF COMBINED APPLICATION OF ELECTROOSMOSIS AND LOW-ENERGY DYNAMIC COMPACTION IN SOFT GROUND REINFORCEMENT
FU Hongtao;WANG Jun;CAI Yuanqiang;ZHANG Le;CAI Ying;College of Architecture and Civil Engineering;Wenzhou University;Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation;Zhejiang Province;Wenzhou University;Shanghai Songjiang New City Construction Development Company;
FU Hongtao;WANG Jun;CAI Yuanqiang;ZHANG Le;CAI Ying;College of Architecture and Civil Engineering;Wenzhou University;Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation;Zhejiang Province;Wenzhou University;Shanghai Songjiang New City Construction Development Company;
..............page:612-620
yan shi li xue yu gong cheng xue bao you xian chu ban ping tai shang xian
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:620
MECHANICAL BEHAVIOR OF REINFORCED EMBANKMENT CONSIDERING INTERACTION BETWEEN GRAVEL AND GEOCELL
DENG Peng;GUO Lin;CAI Yuanqiang;WANG Jun;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Civil Engineering and Architecture;Wenzhou University;
DENG Peng;GUO Lin;CAI Yuanqiang;WANG Jun;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;College of Civil Engineering and Architecture;Wenzhou University;
..............page:621-630
MODEL TEST ON PROCESS OF HAMMER UNDER DYNAMIC COMPACTION OF LOESS
HAN Yunshan;DONG Yanli;BAI Xiaohong;Institute of Civil Engineering;North University of China;Key Laboratory of Highway Construction and Maintenance Technology in Loess Region;Shanxi Transportation Research Institute;College of Architecture and Civil Engineering;Taiyuan University of Technology;
HAN Yunshan;DONG Yanli;BAI Xiaohong;Institute of Civil Engineering;North University of China;Key Laboratory of Highway Construction and Maintenance Technology in Loess Region;Shanxi Transportation Research Institute;College of Architecture and Civil Engineering;Taiyuan University of Technology;
..............page:631-638
CALCULATION OF INTERNAL FORCES AND DEFLECTIONS OF SINGLE PILE IN THE GROUP PILE FOUNDATION OF TRANSMISSION LINES
ZOU Dan;HE Huaijian;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Civil Engineering;Hunan University;
ZOU Dan;HE Huaijian;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Civil Engineering;Hunan University;
..............page:639-646
A MODIFICATION OF GENERALIZED 3D HOEK-BROWN ROCK MASSES STRENGTH CRITERION AND ITS PARAMETERS MULTI-SCALE STUDIES
ZHANG Qi;Department of Geotechnical Engineering;Tongji University;
ZHANG Qi;Department of Geotechnical Engineering;Tongji University;
..............page:647
THREE-DIMENSIONAL TRANSIENT ELECTROMAGNETIC RESPONSES OF WATER BEARING STRUCTURES IN TUNNELS AND PREDICTION OF WATER INRUSH SOURCES
SUN Huaifeng;Geotechnical and Structural Engineering Research Center;Shandong University;
SUN Huaifeng;Geotechnical and Structural Engineering Research Center;Shandong University;
..............page:648