1000-4548
2016 Issue 1
Analysis methods for stability and bearing capacity of soils
HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:1-34
..............page:4
General solution to one-dimentional consolidation theories and simple computation method for consolidation settlement
ZHANG Wei-min;GU Xing-wen;Nanjing Hydraulic Research Institute;Key Laboratory of Water Science and Hydraulic Engineering of MWR;R&D Center of Hydro-Power Engineering Safety and Environmental Technology of NEA;
ZHANG Wei-min;GU Xing-wen;Nanjing Hydraulic Research Institute;Key Laboratory of Water Science and Hydraulic Engineering of MWR;R&D Center of Hydro-Power Engineering Safety and Environmental Technology of NEA;
..............page:35-42
..............page:42+90+108
Development and applications of physical model test system with true triaxial loading unit for deep tunnels or roadways
LI Yuan-hai;JING Hong-wen;CHEN Kun-fu;JIA Ran-xu;State Key Laboratory for Geomechanics & Deep Underground Engineering;School of Mechanics & Civil Engineering;China University of Mining and Technology;
LI Yuan-hai;JING Hong-wen;CHEN Kun-fu;JIA Ran-xu;State Key Laboratory for Geomechanics & Deep Underground Engineering;School of Mechanics & Civil Engineering;China University of Mining and Technology;
..............page:43-52
Rheological model of soft rock in Goupitan by in-situ plate-loading creep tests
XIONG Shi-hu;ZHOU Huo-ming;HUANG Shu-ling;JIANG Zhi-ming;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
XIONG Shi-hu;ZHOU Huo-ming;HUANG Shu-ling;JIANG Zhi-ming;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:53-57
SPH simulations of post-failure flow of landslides using elastic-plastic soil constitutive model
HU Man;XIE Mo-wen;WANG Li-wei;College of Engineering and Technology;Southwest University;School of Civil and Environmental Engineering;University of Science and Technology Beijing;College of Civil Engineering and Mechanics;Yanshan University;
HU Man;XIE Mo-wen;WANG Li-wei;College of Engineering and Technology;Southwest University;School of Civil and Environmental Engineering;University of Science and Technology Beijing;College of Civil Engineering and Mechanics;Yanshan University;
..............page:58-67
Prevention method for rock bursts based on control of dynamic effects caused by transient release of in situ stresses
YANG Jian-hua;LU Wen-bo;YAN Peng;YAO Chi;ZHOU Chuang-bing;WANG Zhi-liang;School of Civil Engineering and Architecture;Nanchang University;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;College of Civil Engineering;Tongji University;
YANG Jian-hua;LU Wen-bo;YAN Peng;YAO Chi;ZHOU Chuang-bing;WANG Zhi-liang;School of Civil Engineering and Architecture;Nanchang University;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;College of Civil Engineering;Tongji University;
..............page:68-75
Influence of anisotropy induced by fissures on rainfall infiltration of slopes
YUAN Jun-ping;LIN Yan-ling;DING Peng;HAN Chun-lei;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Engineering Research Institute of Hohai University;
YUAN Jun-ping;LIN Yan-ling;DING Peng;HAN Chun-lei;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Engineering Research Institute of Hohai University;
..............page:76-82
Numerical modeling of cracking of tunnel lining by combined finite-discrete element method
ZHANG Fang;WANG Shu-peng;ZHANG Guo-feng;HU Shao-kai;FENG Ji-li;State Key Laboratory for Geomechanics and Deep Underground Engineering;School of Mechanics and Civil Engineering;China University of Mining & Technology;
ZHANG Fang;WANG Shu-peng;ZHANG Guo-feng;HU Shao-kai;FENG Ji-li;State Key Laboratory for Geomechanics and Deep Underground Engineering;School of Mechanics and Civil Engineering;China University of Mining & Technology;
..............page:83-90
3-D constitutive model for rock masses with non-persistent joints based on compound damage
YUAN Xiao-qing;LIU Hong-yan;LIU Jing-ping;College of Engineering and Technology;China University of Geosciences;China Southwest Geotechnical Investigation & Design Institute Co.;Ltd.;School of Engineering;Tibet University;
YUAN Xiao-qing;LIU Hong-yan;LIU Jing-ping;College of Engineering and Technology;China University of Geosciences;China Southwest Geotechnical Investigation & Design Institute Co.;Ltd.;School of Engineering;Tibet University;
..............page:91-99
Laboratory study on small-strain dynamic properties of sand by bender-extender element
SUN Qi;DONG Quan-yang;CAI Yuan-qiang;WANG Jun;HU Xiu-qing;CAI Ying;College of Civil Engineering and Architecture;Wenzhou University;The Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province;
SUN Qi;DONG Quan-yang;CAI Yuan-qiang;WANG Jun;HU Xiu-qing;CAI Ying;College of Civil Engineering and Architecture;Wenzhou University;The Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province;
..............page:100-108
Centrifuge modelling of frost-heave of canals
ZHANG Chen;CAI Zheng-yin;HUANG Ying-hao;XU Guang-ming;REN Guo-feng;Geotechnical Engineering Department;Nanjing Hydraulic Reserch Institute;
ZHANG Chen;CAI Zheng-yin;HUANG Ying-hao;XU Guang-ming;REN Guo-feng;Geotechnical Engineering Department;Nanjing Hydraulic Reserch Institute;
..............page:109-117
Numerical study on keying of suction embedded plate anchors
WANG Teng;YAN Meng;Department of Offshore Engineering;China University of Petroleum;
WANG Teng;YAN Meng;Department of Offshore Engineering;China University of Petroleum;
..............page:118-123
Comparison of several methods for determining specific surface area of clayey soils
Lü Hai-bo;QIAN Li-yi;CHANG Hong-shuai;LIU Li;ZHAO Yan-lin;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;Guilin University of Technology;College of Civil Engineering;Guangxi University;
Lü Hai-bo;QIAN Li-yi;CHANG Hong-shuai;LIU Li;ZHAO Yan-lin;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;Guilin University of Technology;College of Civil Engineering;Guangxi University;
..............page:124-130
Experimental study on active earth pressure of cohesionless soil with limited width behind retaining wall
YANG Ming-hui;DAI Xia-bin;ZHAO Ming-hua;LUO Hong;Institute of Geotechnical Engineering;Hunan University;
YANG Ming-hui;DAI Xia-bin;ZHAO Ming-hua;LUO Hong;Institute of Geotechnical Engineering;Hunan University;
..............page:131-137
DEM simulations of anisotropic structured sand with different deposit directions
JIANG Ming-jing;FU Chang;LIU Jing-de;ZHANG Fu-guang;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Dept.of Geotechnical Engineering;Tongji University;
JIANG Ming-jing;FU Chang;LIU Jing-de;ZHANG Fu-guang;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Dept.of Geotechnical Engineering;Tongji University;
..............page:138-146
Self-adapting control parameters-based differential evolution algorithm for inversion of Rayleigh wave dispersion curves
CHENG Fei;LIU Jiang-ping;MAO Mao;WANG Jing;SONG Xian-hai;Hubei Subsurface Multi-scale Imaging Key Laboratory;China University of Geosciences;CCCC Second Harbor Consultants Co.;Ltd.;
CHENG Fei;LIU Jiang-ping;MAO Mao;WANG Jing;SONG Xian-hai;Hubei Subsurface Multi-scale Imaging Key Laboratory;China University of Geosciences;CCCC Second Harbor Consultants Co.;Ltd.;
..............page:147-154
Interaction factor method for piles group settlement by static load tests of single pile
LIN Zhi-yong;DAI Zi-hang;College of Civil Engineering;Fujian University of Technology;Institute of Geotechnical Engineering;Fuzhou University;School of Civil;Mining and Environmental Engineering;University of Wollongong;
LIN Zhi-yong;DAI Zi-hang;College of Civil Engineering;Fujian University of Technology;Institute of Geotechnical Engineering;Fuzhou University;School of Civil;Mining and Environmental Engineering;University of Wollongong;
..............page:155-162
Reliability of Chinese dynamic penetration test for liquefaction evaluation of gravelly soils
CAO Zhen-zhong;LIU Hui-da;YUAN Xiao-ming;T Leslie Youd;Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration;Institute of Engineering Mechanics;CEA;Dep of Civil and Environmental Engineering;Brigham Young University;
CAO Zhen-zhong;LIU Hui-da;YUAN Xiao-ming;T Leslie Youd;Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration;Institute of Engineering Mechanics;CEA;Dep of Civil and Environmental Engineering;Brigham Young University;
..............page:163-169
Anisotropy, scale and interval effects of natural rock discontinuity surface roughness
GE Yun-feng;TANG Hui-ming;WANG Liang-qing;ZHAO Bin-bin;WU Yi-ping;XIONG Cheng-ren;Faculty of Engineering;China University of Geosciences;China Electric Power Research Institute;Three Gorges Research Center for Geo-hazard;Ministry of Education;China University of Geosciences;
GE Yun-feng;TANG Hui-ming;WANG Liang-qing;ZHAO Bin-bin;WU Yi-ping;XIONG Cheng-ren;Faculty of Engineering;China University of Geosciences;China Electric Power Research Institute;Three Gorges Research Center for Geo-hazard;Ministry of Education;China University of Geosciences;
..............page:170-179
Effects of connection forms on shored mechanically stabilized earth walls by centrifugal model tests
XU Chao;LUO Yu-shan;JIA Bin;CHEN Hong-shuai;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Shen Yuan Geotechnical Engineering Co.;Ltd.;Shanghai No.7 Construction Group Co.;Ltd.;
XU Chao;LUO Yu-shan;JIA Bin;CHEN Hong-shuai;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Shen Yuan Geotechnical Engineering Co.;Ltd.;Shanghai No.7 Construction Group Co.;Ltd.;
..............page:180-186
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:186
Development and application of experimental apparatus of hydraulic sand fracturing
XU Feng;YANG Chun-he;GUO Yin-tong;WANG Lei;WEI Yuan-long;HOU Zheng-kun;BIAN Xiao-bing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;Sinopec Research Institute of Petroleum Engineering;
XU Feng;YANG Chun-he;GUO Yin-tong;WANG Lei;WEI Yuan-long;HOU Zheng-kun;BIAN Xiao-bing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;Sinopec Research Institute of Petroleum Engineering;
..............page:187-192