1000-4548
2015 Issue S1
Impact analysis and macro-deformation control measures of TRD construction cement-soil mixing walls
WANG Wei-dong;CHEN Yong-cai;WU Guo-ming;Department of Underground Structure & Geotechnical Engineering;East China Architecture Design & Research Institute;Shanghai Engineering Research Center of Safety Control for Facilities Adjacent to Deep Excavations;Shanghai Guangda Foundation Engineering Co.;Ltd.;
WANG Wei-dong;CHEN Yong-cai;WU Guo-ming;Department of Underground Structure & Geotechnical Engineering;East China Architecture Design & Research Institute;Shanghai Engineering Research Center of Safety Control for Facilities Adjacent to Deep Excavations;Shanghai Guangda Foundation Engineering Co.;Ltd.;
..............page:1-5
..............page:3
Experimental research and engineering application of lime-slag mixed materials used in foundation treatment
YAN Shu-wang;LI Jia;ZHANG Jing-jing;SUN Li-qiang;State Key Laboratory of Hydraulic Engineering Simulation and Safety in Tianjin University;
YAN Shu-wang;LI Jia;ZHANG Jing-jing;SUN Li-qiang;State Key Laboratory of Hydraulic Engineering Simulation and Safety in Tianjin University;
..............page:6-10
Shear strength of expansive soil and its test method
CHENG Zhan-lin;GONG Bi-wei;HU Bo;Changjiang River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;
CHENG Zhan-lin;GONG Bi-wei;HU Bo;Changjiang River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;
..............page:11-15
Fractals in soil mechanics
XU Yong-fu;Department of Civil Engineering;Shanghai Jiao Tong University;Wentian College of Hohai University;
XU Yong-fu;Department of Civil Engineering;Shanghai Jiao Tong University;Wentian College of Hohai University;
..............page:16-20
Experimental study on permeability properties of soft clay in process of pumping and recharge
ZHANG Yang-qing;RAN An-lü;WU Chao-jun;CHEN Jin-jian;WANG Jian-hua;Department of Civil Engineering;Shanghai Jiao Tong University;
ZHANG Yang-qing;RAN An-lü;WU Chao-jun;CHEN Jin-jian;WANG Jian-hua;Department of Civil Engineering;Shanghai Jiao Tong University;
..............page:21-25
Mechanism of a high-strength geocell using FEM
HOU Juan;ZHANG Meng-xi;HAN Xiao;LI Rong;College of Sciences;Shanghai University;Department of Civil Engineering;Shanghai University;
HOU Juan;ZHANG Meng-xi;HAN Xiao;LI Rong;College of Sciences;Shanghai University;Department of Civil Engineering;Shanghai University;
..............page:26-30
Equivalent circular approximation method for response curve tunnel excavation of dilatant surrounding rock
SU Yong-hua;ZHANG Pan-feng;XIAO Wang;Geotechnical Engineering Institute;Hunan University;
SU Yong-hua;ZHANG Pan-feng;XIAO Wang;Geotechnical Engineering Institute;Hunan University;
..............page:31-35
Graphic method of SMP stress state
ZHU En-yang;YAO Yang-ping;ZHU Jian-ming;School of Civil Engineering;North China University of Technology;School of Transportation Science and Engineering;Beihang University;
ZHU En-yang;YAO Yang-ping;ZHU Jian-ming;School of Civil Engineering;North China University of Technology;School of Transportation Science and Engineering;Beihang University;
..............page:36-40
Centrifugal model tests on bucket foundation in clay for offshore wind turbine
WANG Ai-xia;XING Zhan-qing;ZHANG Ga;FU Ping;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;China Institute of Water Resources and Hydropower Research;Beijing Water Hydropower Science and Technology Development Co.;Ltd.;
WANG Ai-xia;XING Zhan-qing;ZHANG Ga;FU Ping;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;China Institute of Water Resources and Hydropower Research;Beijing Water Hydropower Science and Technology Development Co.;Ltd.;
..............page:41-45
Settlement of pile groups associated with excavation beneath existing basement
SHAN Hua-feng;XIA Tang-dai;YU Feng;LOU Chun-hui;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Research Center of Costal and Urban Geotechnical Engineering;Zhejiang University;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
SHAN Hua-feng;XIA Tang-dai;YU Feng;LOU Chun-hui;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Research Center of Costal and Urban Geotechnical Engineering;Zhejiang University;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
..............page:46-50
Numerical study on mechanical characteristics of pile groups of wharf foundation under lateral and vertical cyclic loadings
ZUO Dian-jun;CHEN Long;TIAN Zhi-wei;QI Chang-guang;Geotechnical Engineering Research Center;Tianjin Research Institute for water transport engineering;M.O.T.;Geotechnical Research Institute;Hohai University;Nanjing Water Planning and Designing Institute Co.;Ltd.;Faculty of Architectural;Civil Engineering and Environment;Ningbo University;
ZUO Dian-jun;CHEN Long;TIAN Zhi-wei;QI Chang-guang;Geotechnical Engineering Research Center;Tianjin Research Institute for water transport engineering;M.O.T.;Geotechnical Research Institute;Hohai University;Nanjing Water Planning and Designing Institute Co.;Ltd.;Faculty of Architectural;Civil Engineering and Environment;Ningbo University;
..............page:51-55
Strength tests on clay-gypsum cementation materials
ZHOU Cheng-jing;WANG Hong-xin;CHEN Qun;HE Chang-rong;State Key Lab of Hydraulics and Mountain River Engineering;School of Hydraulic and Hydropower Engineering;Sichuan University;
ZHOU Cheng-jing;WANG Hong-xin;CHEN Qun;HE Chang-rong;State Key Lab of Hydraulics and Mountain River Engineering;School of Hydraulic and Hydropower Engineering;Sichuan University;
..............page:56-60
Modified method for calculating temperature stress and displacement in horizontal strut of foundation pits
LIU Chang;ZHANG Ya-long;ZHENG Gang;SUN Pan-pan;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;
LIU Chang;ZHANG Ya-long;ZHENG Gang;SUN Pan-pan;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;
..............page:61-64
Cyclic electrode conversion law in treatment of soft soil foundation
SHEN Yang;XU Hai-dong;YOU Yan-feng;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
SHEN Yang;XU Hai-dong;YOU Yan-feng;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:65-71
Experimental and numerical study on staged construction pressure arch of super large section tunnel
ZHENG Kang-cheng;DING Wen-qi;JIN Wei;LUO Yun;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shenzhen Public Traffic Facilities Construction Center;
ZHENG Kang-cheng;DING Wen-qi;JIN Wei;LUO Yun;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shenzhen Public Traffic Facilities Construction Center;
..............page:72-77
Mechanical and deformation characteristics of diaphragm wall system of Beijing metro station
SUN Chang-jun;ZHANG Ding-li;LIU Jing-xue;CAO Xiao-li;School of Civil Engineering;Beijing Jiao Tong University;Beijing METRO Construction Administration Co.;Ltd.;Beijing MIDAS Co.;Ltd.;
SUN Chang-jun;ZHANG Ding-li;LIU Jing-xue;CAO Xiao-li;School of Civil Engineering;Beijing Jiao Tong University;Beijing METRO Construction Administration Co.;Ltd.;Beijing MIDAS Co.;Ltd.;
..............page:78-83
Secondary development of modified Duncan-Chang model considering disturbance
ZHU Jian-feng;XU Ri-qing;Faculty of Architectural Civil Engineering and Environment;Ningbo University;Research Center of Coastal Urban Geotechnical Engineering;Zhejiang University;
ZHU Jian-feng;XU Ri-qing;Faculty of Architectural Civil Engineering and Environment;Ningbo University;Research Center of Coastal Urban Geotechnical Engineering;Zhejiang University;
..............page:84-88
Size effect and penetration rate of CPTU based on ABAQUS
GENG Gong-qiao;CAI Guo-jun;DUAN Wei-hong;ZOU Hai-feng;LIU Song-yu;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;
GENG Gong-qiao;CAI Guo-jun;DUAN Wei-hong;ZOU Hai-feng;LIU Song-yu;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;
..............page:89-93
Localization of soil deformation depending on UH model
HU Jing;YAO Yang-ping;LUO Ting;School of Transportation Science and Engineering Beihang University;
HU Jing;YAO Yang-ping;LUO Ting;School of Transportation Science and Engineering Beihang University;
..............page:94-98
Diffusion of organic contaminant through intact triple-layer liner
WU Xun;SHI Jian-yong;HE Jun;Key of ministry of Education for Geomechanics and Embankment Engineering;Research Institute of Geotechnical Engineering;Hohai University;College of Civil and Architectural Engineering;Hubei University of Technology;
WU Xun;SHI Jian-yong;HE Jun;Key of ministry of Education for Geomechanics and Embankment Engineering;Research Institute of Geotechnical Engineering;Hohai University;College of Civil and Architectural Engineering;Hubei University of Technology;
..............page:99-104
Evaluation of soft ground treatment in Shanghai-Jiangsu-Zhejiang highway
WU Chang-sheng;ZHU Zhi-duo;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;Southeast University;Institute of Geotechnical Engineering;Southeast University;
WU Chang-sheng;ZHU Zhi-duo;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;Southeast University;Institute of Geotechnical Engineering;Southeast University;
..............page:105-109
Simulation study of deformation of frame structure caused by construction of under-crossing tunnels
ZHOU Zhi;HENG Chao-yang;SUN Xi-yuan;Institute of Foundation Engineering;China Academy of Building Research;CABR Foundation Engineering Co.;Ltd.;
ZHOU Zhi;HENG Chao-yang;SUN Xi-yuan;Institute of Foundation Engineering;China Academy of Building Research;CABR Foundation Engineering Co.;Ltd.;
..............page:110-114
Algorithm for modelling three-dimensional shape of sand based on discrete element method
ZHANG Cheng-lin;ZHOU Xiao-wen;State Key Laboratory of Subtropical Building Science;South China University of Technology;Guangzhou Institute of Building Science Co.;Ltd.;
ZHANG Cheng-lin;ZHOU Xiao-wen;State Key Laboratory of Subtropical Building Science;South China University of Technology;Guangzhou Institute of Building Science Co.;Ltd.;
..............page:115-119
Reliability analysis of horizontal displacement of a pile beneath column-supported bridge located in mountainous area
YIN Ping-bao;HE Wei;CHENG Yin;ZHOU Shang-zhi;School of Civil Engineering and Architecture;Changsha University of Science and Technology;Hunan Province Engineering Laboratory of Bridge Structure;Hunan Provincial Communications Planning Survey & Design Institute;
YIN Ping-bao;HE Wei;CHENG Yin;ZHOU Shang-zhi;School of Civil Engineering and Architecture;Changsha University of Science and Technology;Hunan Province Engineering Laboratory of Bridge Structure;Hunan Provincial Communications Planning Survey & Design Institute;
..............page:120-124
Finite element analysis of impact of under-crossing of large shallow shield tunnel on riverbank
HAN Lei;YE Guan-lin;WANG Jian-hua;YANG Guang-hui;ZHOU Song;Department of Civil Engineering;Shanghai Jiao Tong University;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;
HAN Lei;YE Guan-lin;WANG Jian-hua;YANG Guang-hui;ZHOU Song;Department of Civil Engineering;Shanghai Jiao Tong University;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;
..............page:125-128
Thermodynamic constitutive model for rheological behavior of sand
SONG Shi-xiong;ZHANG Jian-min;Institute of Geotechnical Engineering;Tsinghua University;State Key Laboratory for Hydroscience and Engineering;Tsinghua University;
SONG Shi-xiong;ZHANG Jian-min;Institute of Geotechnical Engineering;Tsinghua University;State Key Laboratory for Hydroscience and Engineering;Tsinghua University;
..............page:129-133
Comparison of simplified seismic design methods for cross-section of underground structures of subway
CHEN Ren-ren;ZHANG Jian-min;State Key Laboratory of Hydroscience & Engineering;Tsinghua University;Institute of Geotechnical Engineering;Tsinghua University;
CHEN Ren-ren;ZHANG Jian-min;State Key Laboratory of Hydroscience & Engineering;Tsinghua University;Institute of Geotechnical Engineering;Tsinghua University;
..............page:134-141
Application of comprehensive geophysical prospecting method in stability evaluation of landslide
Lü Qing-feng;BU Si-min;WANG Sheng-xin;JIA Meng-xue;Key Laboratory of Mechanics on Disaster and Environment in Western China;Lanzhou University;China Railway 21st Bureau Group Co.;
Lü Qing-feng;BU Si-min;WANG Sheng-xin;JIA Meng-xue;Key Laboratory of Mechanics on Disaster and Environment in Western China;Lanzhou University;China Railway 21st Bureau Group Co.;
..............page:142-147
Effect of different antecedent rainfalls and SWCCs on slope stability
TANG Dong;QI Xiao-hui;JIANG Shui-hua;LI Dian-qing;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education;Wuhan University;
TANG Dong;QI Xiao-hui;JIANG Shui-hua;LI Dian-qing;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education;Wuhan University;
..............page:148-155
Construction technology of cement deep mixing piles in Huanghua Port region
CHEN Fu;LI Hai-tao;CCCC- Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Port Geotechnical Engineering;Ministry of Communication;Key Laboratory of Geotechnical Engineering of Tianjin;Cangzhou Huanghuagang Ore Port Co.;Ltd.;
CHEN Fu;LI Hai-tao;CCCC- Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Port Geotechnical Engineering;Ministry of Communication;Key Laboratory of Geotechnical Engineering of Tianjin;Cangzhou Huanghuagang Ore Port Co.;Ltd.;
..............page:156-160
Experimental study on pile-soil interface strength of expansive soil under environemt of moisture absorption
LIU Tao;WANG Yong;SUN Ji-zhu;LI Xiong-wei;School of Civil and Architectural Engineering;Wuhan University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Changzhou Key Laboratory of Structure Engineering and Material Properties;Changzhou Institute of Technology;
LIU Tao;WANG Yong;SUN Ji-zhu;LI Xiong-wei;School of Civil and Architectural Engineering;Wuhan University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Changzhou Key Laboratory of Structure Engineering and Material Properties;Changzhou Institute of Technology;
..............page:161-166
In-situ direct shear tests on shear strength indices of pebble and gravelly soil
TANG Jin-song;LIU Song-yu;TONG Li-yuan;SHEN Cai-hua;School of Civil Engineering;Shijiazhuang Tiedao University;Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education;School of Transportation;Southeast University;College of Civil and Transportation Engineering;Hohai University;
TANG Jin-song;LIU Song-yu;TONG Li-yuan;SHEN Cai-hua;School of Civil Engineering;Shijiazhuang Tiedao University;Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education;School of Transportation;Southeast University;College of Civil and Transportation Engineering;Hohai University;
..............page:167-171
Freezing characteristic curves and water retention characteristics of soils
MA Tian-tian;WEI Chang-fu;ZHOU Jia-zuo;TIAN Hui-hui;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Civil and Architectural Engineering;Guilin University of Technology;
MA Tian-tian;WEI Chang-fu;ZHOU Jia-zuo;TIAN Hui-hui;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;College of Civil and Architectural Engineering;Guilin University of Technology;
..............page:172-177
Dynamic deformation behavior of rock based on fractional order calculus
HE Ming-ming;LI Ning;CHEN Yun-sheng;ZHU Cai-hui;Institute of Rock and Soil Mechanics;Xi’an University of Technology;
HE Ming-ming;LI Ning;CHEN Yun-sheng;ZHU Cai-hui;Institute of Rock and Soil Mechanics;Xi’an University of Technology;
..............page:178-184
Non-linear deformation behaviors of loess under plane strain state of vertical loading and lateral unloading
ZHANG Yu;SHAO Sheng-jun;Institute of Geotechnical Engineering;Xi’an University of Technology;Xi’an Technology University North Institute of Information Engineering;
ZHANG Yu;SHAO Sheng-jun;Institute of Geotechnical Engineering;Xi’an University of Technology;Xi’an Technology University North Institute of Information Engineering;
..............page:185-190
Numerical simulation and engineering application for failure modes and criterion of layered anisotropic rock mass
ZUO Shuang-ying;SHI Wen-bing;LIANG Feng;HUANG Chun;ZHAO Rui;College of Resources and Environment Engineering;Guizhou University;
ZUO Shuang-ying;SHI Wen-bing;LIANG Feng;HUANG Chun;ZHAO Rui;College of Resources and Environment Engineering;Guizhou University;
..............page:191-196
Characteristics of critical state and water volume change for Q3 unsaturated intact loess
ZHANG Deng-fei;CHEN Cun-li;LI Wen-wen;YU Dian-bo;Institute of Geotechnical Engineering;Xi’an University of Technology;Shaanxi Provincial Key Laboratory of Loess Mechanics and engineering;Xi’an University of Technology;
ZHANG Deng-fei;CHEN Cun-li;LI Wen-wen;YU Dian-bo;Institute of Geotechnical Engineering;Xi’an University of Technology;Shaanxi Provincial Key Laboratory of Loess Mechanics and engineering;Xi’an University of Technology;
..............page:197-201
Comparative analysis of mechanical properties and support effects of polyester bolt and traditional steel bolt
GUO Zhen-shan;ZHENG Jun-jie;CUI Lan;ZHANG Rong-jun;School of Civil Engineering and Mechanics;Huazhong University of Science and Technology;
GUO Zhen-shan;ZHENG Jun-jie;CUI Lan;ZHANG Rong-jun;School of Civil Engineering and Mechanics;Huazhong University of Science and Technology;
..............page:202-206
Application of cone penetration test in offshore engineering
GUO Shao-zeng;LIU Run;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
GUO Shao-zeng;LIU Run;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;
..............page:207-211
Theoretical analyses of load transfer mechanism for special pile foundations
Lü Ya-ru;LIU Han-long;WANG Ming-yang;LI Ping;State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact;PLA University of Science and Technology;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil Engineering;Chongqing University;
Lü Ya-ru;LIU Han-long;WANG Ming-yang;LI Ping;State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact;PLA University of Science and Technology;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil Engineering;Chongqing University;
..............page:212-217
Constitutive model for Chengdu clay with some graves and its implementation in FLAC3D
LUO Hui-wu;HAN Lei;LIU En-long;CHEN Sheng-shui;FU Zhong-zhi;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource & Hydropower;Sichuan University;Nanjing Hydraulic Research Institute;
LUO Hui-wu;HAN Lei;LIU En-long;CHEN Sheng-shui;FU Zhong-zhi;State Key Laboratory of Hydraulics and Mountain River Engineering;College of Water Resource & Hydropower;Sichuan University;Nanjing Hydraulic Research Institute;
..............page:218-224