1000-4548
2015 Issue 4
..............page:574
Strength criterion based on σ(1/2)~3 spatially mobilized plane of soils and its comparison with conventional criteria
SHAO Sheng-jun;ZHANG Yu;CHEN Chang-lu;SHAO Shuai;Institute of Geotechnical Engineering;Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;
SHAO Sheng-jun;ZHANG Yu;CHEN Chang-lu;SHAO Shuai;Institute of Geotechnical Engineering;Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;
..............page:577-585
Influence of air pressure and void on permeability coefficient of air in municipal solid waste(MSW)
SHI Jian-yong;ZHAO Yi;MOE Key Laboratory of Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
SHI Jian-yong;ZHAO Yi;MOE Key Laboratory of Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:586-593
Experimental research on properties of short-term self recovery of damaged salt rock
JIANG De-yi;WANG Lei;CHEN Jie;REN Song;YANG Chun-he;State Key Laboratory for the 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;
JIANG De-yi;WANG Lei;CHEN Jie;REN Song;YANG Chun-he;State Key Laboratory for the 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:594-600
Interfacial wavelet algorithm for dynamic response of horizontal layered site due to inclined seismic waves
FAN Liu-ming;ZHAO Qin;LIU Yun-he;College of Civil Engineering and Architecture;Xi’an University of Technology;Shaanxi Provincial Key Laboratory of Loess Mechanics and Engineering;
FAN Liu-ming;ZHAO Qin;LIU Yun-he;College of Civil Engineering and Architecture;Xi’an University of Technology;Shaanxi Provincial Key Laboratory of Loess Mechanics and Engineering;
..............page:601-607
Influences of freeze-thaw and fines content on mechanical properties of coarse-grained soil
BU Jian-qing;WANG Tian-liang;School of Civil Engineering;Shijiazhuang Tiedao University;Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education;Shijiazhuang Tiedao University;
BU Jian-qing;WANG Tian-liang;School of Civil Engineering;Shijiazhuang Tiedao University;Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education;Shijiazhuang Tiedao University;
..............page:608-614
Development of centrifugal model test facility for frost-heave of channels
HUANG Ying-hao;CAI Zheng-yin;ZHANG Chen;XU Guang-ming;HONG Jian-zhong;ZHAO Bao-zhong;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Nanjing Hydraulic Research Institute;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;General Engineering Research Institute;China Academy of Engineering Physics;
HUANG Ying-hao;CAI Zheng-yin;ZHANG Chen;XU Guang-ming;HONG Jian-zhong;ZHAO Bao-zhong;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;Nanjing Hydraulic Research Institute;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;General Engineering Research Institute;China Academy of Engineering Physics;
..............page:615-621
Design method for piles subjected to cyclic axial loading for control of permanent accumulated settlement
CHEN Ren-peng;REN Yu;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;College of Civil Engineering and Architecture;Zhejiang University;East China Electric Power Design Institute of China Power Engineering Consulting Group;
CHEN Ren-peng;REN Yu;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;College of Civil Engineering and Architecture;Zhejiang University;East China Electric Power Design Institute of China Power Engineering Consulting Group;
..............page:622-628
Hydro-mechanical coupling effects on volume change and water retention behaviour of unsaturated expansive soils during compression
ZHOU Bao-chun;KONG Ling-wei;LIANG Wei-yun;MA Quan-guo;ZHANG Bin;College of Civil Engineering;Xinyang Normal University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHOU Bao-chun;KONG Ling-wei;LIANG Wei-yun;MA Quan-guo;ZHANG Bin;College of Civil Engineering;Xinyang Normal University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:629-640
..............page:640
Bearing capacity of piles in optimized design of pile foundation stiffness to reduce differential settlement
WANG Tao;Foundation Institute of China Academy of Building Research;State Key Laboratory of Building Safety and Built Environment;
WANG Tao;Foundation Institute of China Academy of Building Research;State Key Laboratory of Building Safety and Built Environment;
..............page:641-649
Three-dimensional face stability analysis of tunnels in cohesive soils by upper bound limit method
SONG Chun-xia;HUANG Mao-song;ZHOU Wei-xiang;Department of Geotechnical Engineering;Tongji University;Institute of Architecture and Engineering;Ningbo University of Technology;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Municipal Engineering Design Institute Co.;Ltd.;
SONG Chun-xia;HUANG Mao-song;ZHOU Wei-xiang;Department of Geotechnical Engineering;Tongji University;Institute of Architecture and Engineering;Ningbo University of Technology;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Municipal Engineering Design Institute Co.;Ltd.;
..............page:650-658
Test technology and normalized characteristics of dynamic elastic modulus and damping ratio
HUANG Bin;FU Xu-dong;ZHANG Ben-jiao;QIU Zi-feng;College of Civil and Architecture Engineering;Wuhan University;Changjiang River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;
HUANG Bin;FU Xu-dong;ZHANG Ben-jiao;QIU Zi-feng;College of Civil and Architecture Engineering;Wuhan University;Changjiang River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;
..............page:659-666
..............page:666
Development and application of three-dimensional rainfall infiltration module based on ABAQUS
LI Ning;XU Jian-cong;School of Environment and Architecture;University of Shanghai for Science and Technology;Department of Geotechnical Engineering;Tongji University;
LI Ning;XU Jian-cong;School of Environment and Architecture;University of Shanghai for Science and Technology;Department of Geotechnical Engineering;Tongji University;
..............page:667-674
Centrifugal model tests on shoulder balance weight retaining wall with various motion modes
LI Hao;LUO Qiang;ZHANG Liang;JIANG Liang-wei;ZHANG Jia-guo;School of Civil Engineering;Southwest Jiaotong University;MOE Key Laboratory of High-Speed Railway Engineering;Southwest Jiaotong University;
LI Hao;LUO Qiang;ZHANG Liang;JIANG Liang-wei;ZHANG Jia-guo;School of Civil Engineering;Southwest Jiaotong University;MOE Key Laboratory of High-Speed Railway Engineering;Southwest Jiaotong University;
..............page:675-682
Model tests on bucket-soil interaction during installation of bucket foundation in silt sand
CHEN Fei;LIAN Ji-jian;MA Yu-xiang;ZHANG Jie;BU Tong-sheng;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;General Institute of Water Resources and Hydropower Planning and Design;
CHEN Fei;LIAN Ji-jian;MA Yu-xiang;ZHANG Jie;BU Tong-sheng;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;General Institute of Water Resources and Hydropower Planning and Design;
..............page:683-691
Dynamic response differences between bedding and count-tilt rock slopes with siltized intercalation
FAN Gang;ZHANG Jian-jing;FU Xiao;School of Civil Engineering;Southwest Jiaotong University;
FAN Gang;ZHANG Jian-jing;FU Xiao;School of Civil Engineering;Southwest Jiaotong University;
..............page:692-699
Effects of interface models on deformation of interface between slab and cushion layer and slab stress of concrete faced rock fill dam
LIU Jing-mao;KONG Xian-jing;ZOU De-gao;State Key Laboratory of Coastal & Offshore Engineering;Dalian University of Technology;School of Hydraulic Engineering;Dalian University of Technology;
LIU Jing-mao;KONG Xian-jing;ZOU De-gao;State Key Laboratory of Coastal & Offshore Engineering;Dalian University of Technology;School of Hydraulic Engineering;Dalian University of Technology;
..............page:700-710
Application of spectrum inversion method in GPR signal processing for tunnel lining detection
LIU Zong-hui;WU Heng;ZHOU Dong;WEI Hong-yao;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of the Ministry of Education;Guangxi University;
LIU Zong-hui;WU Heng;ZHOU Dong;WEI Hong-yao;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety of the Ministry of Education;Guangxi University;
..............page:711-717
Development of load anchorage device for pre-stress GFRP soil nail reinforcement element in slopes and field tests
LIU Long;LI Guo-wei;HE Guan-jun;YU Liang;LIU Xue;Collage of Mechanics and Materials;Hohai University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Highway and Railway Research Institute;Hohai University;Zhejiang Henghui Survey and Design Co.;Ltd.;
LIU Long;LI Guo-wei;HE Guan-jun;YU Liang;LIU Xue;Collage of Mechanics and Materials;Hohai University;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Highway and Railway Research Institute;Hohai University;Zhejiang Henghui Survey and Design Co.;Ltd.;
..............page:718-726
xin shu yu gao
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:726
Stress intensity factors and initiation of unequal collinear cracks in rock
XI Jing-yi;CHEN Zhong-hui;ZHU Di-jie;CHEN Qing-feng;School of Mechanics and Civil Engineering;China University of Mining & Technology;
XI Jing-yi;CHEN Zhong-hui;ZHU Di-jie;CHEN Qing-feng;School of Mechanics and Civil Engineering;China University of Mining & Technology;
..............page:727-733
New revelation from seismic subsidence of soft soils and earthquake-induced soil-layer deformation structures in Anqiu area, Shandong Province
TIAN Hong-shui;WANG Hua-lin;ZHU Jie-wang;YANG Chuan-cheng;Lü Ming-ying;ZHANG Shen-he;School of Civil Engineering of Shandong Jianzhu University;Earthquake Engineering Research Center of Shandong Province;
TIAN Hong-shui;WANG Hua-lin;ZHU Jie-wang;YANG Chuan-cheng;Lü Ming-ying;ZHANG Shen-he;School of Civil Engineering of Shandong Jianzhu University;Earthquake Engineering Research Center of Shandong Province;
..............page:734-740+771
Volumetric strain of rock salt under triaxial low-frequency cyclic loading
XU Hong-fa;WANG Chen;MA Lin-jian;DONG Lu;State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact;Institute of National Defense Engineering;PLA University of Science and Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
XU Hong-fa;WANG Chen;MA Lin-jian;DONG Lu;State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact;Institute of National Defense Engineering;PLA University of Science and Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
..............page:741-746
Experimental research on release characteristics of deposited particles in porous media
LIU Quan-sheng;CUI Xian-ze;ZHANG Cheng-yuan;HUANG Shi-bing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LIU Quan-sheng;CUI Xian-ze;ZHANG Cheng-yuan;HUANG Shi-bing;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:747-754
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:754
Expression for volume change of sulphate saline soil considering salt expansion and frost heave
NIU Xi-rong;GAO Jiang-ping;Department of Civil Engineering;Shanxi University;School of Transportation Science and Engineering;Beihang University;Key Laboratory for Special Area Highway Engineering of Ministry of Education;Chang’an University;
NIU Xi-rong;GAO Jiang-ping;Department of Civil Engineering;Shanxi University;School of Transportation Science and Engineering;Beihang University;Key Laboratory for Special Area Highway Engineering of Ministry of Education;Chang’an University;
..............page:755-760
Back analysis of dynamic parameters of Liyutan dam materials
LIU Zhen-ping;CHI Shi-chun;ZHAO Xian-bo;JIA Yu-feng;School of Civil and Architecture Engineering;Heilongjiang Institute of Technology;Faculty of Infrastructure Engineering;Dalian University of Technology;Heilongjiang Provincial Hydraulic Research Institute;
LIU Zhen-ping;CHI Shi-chun;ZHAO Xian-bo;JIA Yu-feng;School of Civil and Architecture Engineering;Heilongjiang Institute of Technology;Faculty of Infrastructure Engineering;Dalian University of Technology;Heilongjiang Provincial Hydraulic Research Institute;
..............page:761-768