1000-4548
2013 Issue 11
..............page:1954
Shaft resistance loss of piles due to excavation beneath existing basements
GONG Xiao-nan;WU Cheng-jie;YU Feng;FANG Kai;YANG Miao;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
GONG Xiao-nan;WU Cheng-jie;YU Feng;FANG Kai;YANG Miao;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
..............page:1957-1964
Statistical damage constitutive model for rocks based on triaxial compression tests
ZHANG Ming;WANG Fei;YANG Qiang;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
ZHANG Ming;WANG Fei;YANG Qiang;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
..............page:1965-1971
Consolidation effects of a saturated red clay subjected to temperature loading with different amplitudes
BAI Bing;ZHANG Peng-yuan;JIA Ding-yun;JIANG Si-chen;School of Civil Engineering;Beijing Jiaotong University;
BAI Bing;ZHANG Peng-yuan;JIA Ding-yun;JIANG Si-chen;School of Civil Engineering;Beijing Jiaotong University;
..............page:1972-1978
Analytical solutions for elliptical tunnels in rheological rock considering excavation
WANG Hua-ning;JIANG Ming-jing;HE Ping;School of Aerospace Engineering and Applied Mechanics;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;
WANG Hua-ning;JIANG Ming-jing;HE Ping;School of Aerospace Engineering and Applied Mechanics;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;
..............page:1979-1987
Parametric study on breakthrough time of vertical cutoff wall for MSW landfills and simplified design formula for wall thickness
ZHAN Liang-tong;LIU Wei;ZENG Xing;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Guang Dong Electric Power Design Institute;China Engrgy Engineering Group Co.;Ltd.;
ZHAN Liang-tong;LIU Wei;ZENG Xing;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Guang Dong Electric Power Design Institute;China Engrgy Engineering Group Co.;Ltd.;
..............page:1988-1996
Semi-analytical solution to deformation and internal force of passive piles under surcharge loads considering soil arching effect
ZHU Ming-xing;GONG Wei-ming;HE Xiao-yuan;XU Guo-ping;School of Civil Engineering;Southeast University;Key Laboratory for RC and PRC Structure of Ministry of Education;Southeast University;China Communication Highway Planning and Design Institute;
ZHU Ming-xing;GONG Wei-ming;HE Xiao-yuan;XU Guo-ping;School of Civil Engineering;Southeast University;Key Laboratory for RC and PRC Structure of Ministry of Education;Southeast University;China Communication Highway Planning and Design Institute;
..............page:1997-2008
di yi jie quan guo fei bao he tu yu te shu tu li xue ji gong cheng xue shu yan tao hui zai zhong qing ju xing
chen zheng han ;
chen zheng han ;
..............page:2008
Empirical predictive model for seismic displacement of slopes under velocity pulse-like ground motions
SONG Jian;GAO Guang-yun;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
SONG Jian;GAO Guang-yun;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:2009-2017
Estimating strength of grouting reinforced bodies in broken rock mass
XU Hong-fa;GENG Han-sheng;LI Cao-fu;CHEN Wei;WANG Chen;State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact;College of Defence Engineering;PLA University of Science and Technology;A Standardization Office of General Staff;
XU Hong-fa;GENG Han-sheng;LI Cao-fu;CHEN Wei;WANG Chen;State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact;College of Defence Engineering;PLA University of Science and Technology;A Standardization Office of General Staff;
..............page:2018-2022
Static and dynamic characteristic analysis of segment joints based on three-dimensional discontinuous contact model
AI Hui-jun;PENG Li-min;SHI Cheng-hua;School of Civil Engineering;Central South University;National Engineering Laboratory of High Speed Railway Construction;
AI Hui-jun;PENG Li-min;SHI Cheng-hua;School of Civil Engineering;Central South University;National Engineering Laboratory of High Speed Railway Construction;
..............page:2023-2029
Model tests on lateral bearing capacity and deformation of skirted suction caissons in saturated fine sand under horizontal monotonic loading
LI Da-yong;FENG Ling-yun;ZHANG Yu-kun;GUO Yan-xue;Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;Shandong University of Science and Technology;
LI Da-yong;FENG Ling-yun;ZHANG Yu-kun;GUO Yan-xue;Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;Shandong University of Science and Technology;
..............page:2030-2037
Damage properties and influence factors of remolded frozen clay
WU Xu-ping;DING Chun-lin;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;
WU Xu-ping;DING Chun-lin;Key Laboratory of Road and Traffic Engineering of Ministry of Education;Tongji University;
..............page:2038-2044
di shi yi jie quan guo zhuang ji gong cheng xue shu hui yi zai yi xing zhao kai
liu song yu ; zhang ding wen ;
liu song yu ; zhang ding wen ;
..............page:2044
Graph theory for stability analysis of rock/soil slopes based on numerical manifold method
ZHENG Wen-bo;ZHUANG Xiao-ying;LI Yao-ji;CAI Yong-chang;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Department of Geotechnical Engineering;Tongji University;Yunnan Phosphate Chemical Group Co.;Ltd.;
ZHENG Wen-bo;ZHUANG Xiao-ying;LI Yao-ji;CAI Yong-chang;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Department of Geotechnical Engineering;Tongji University;Yunnan Phosphate Chemical Group Co.;Ltd.;
..............page:2045-2052
Influence of pit-in-pit excavation on lateral deformation of cantilever retaining structure
FENG Tu-gen;XIONG Zhong-hua;YU Bo;Key Laboratory of Ministry of Education of Geomechanics and Embankment Engineering;Hohai University;Research Institute of Geotechnical Engineering;Hohai University;
FENG Tu-gen;XIONG Zhong-hua;YU Bo;Key Laboratory of Ministry of Education of Geomechanics and Embankment Engineering;Hohai University;Research Institute of Geotechnical Engineering;Hohai University;
..............page:2053-2059
..............page:2059
An approach for calculating active limit support pressure of tunnel face of large-diameter pipe jacking in cohesive soils
ZHOU Shu-wei;XIA Cai-chu;GE Jin-ke;WANG Shuang;ZHANG Ping-yang;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;
ZHOU Shu-wei;XIA Cai-chu;GE Jin-ke;WANG Shuang;ZHANG Ping-yang;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;
..............page:2060-2067
Numerical simulation of forming of replacement piers during a dynamic replacement process
ZHENG Ling-wei;ZHOU Feng-hua;XIE Xin-yu;MOE Key Laboratory of Impact and Safety Engineering;Ningbo University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Faculty of Mechanical Engineering and Mechanics;Ningbo University;Ningbo Institute of Technology;Zhejiang University;
ZHENG Ling-wei;ZHOU Feng-hua;XIE Xin-yu;MOE Key Laboratory of Impact and Safety Engineering;Ningbo University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Faculty of Mechanical Engineering and Mechanics;Ningbo University;Ningbo Institute of Technology;Zhejiang University;
..............page:2068-2075
Advection and dispersion of Cl~- in clay-bentonite barriers
ZHANG Wen-jie;JIA Wen-qiang;ZHANG Gai-ge;HUANG Yi-yi;Department of Civil Engineering;Shanghai University;
ZHANG Wen-jie;JIA Wen-qiang;ZHANG Gai-ge;HUANG Yi-yi;Department of Civil Engineering;Shanghai University;
..............page:2076-2081
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:2081
Model tests on soil arching effects of piled embankments with sand fills
RUI Rui;HUANG Cheng;XIA Yuan-you;HU Gang;XIA Xiao-long;School of Civil Engineering and Architecture;Wuhan University of Technology;
RUI Rui;HUANG Cheng;XIA Yuan-you;HU Gang;XIA Xiao-long;School of Civil Engineering and Architecture;Wuhan University of Technology;
..............page:2082-2089
Experimental study on freezing temperature and salt crystal precipitation of sodium sulphate soulotion and sodium sulphate saline soil
WAN Xu-sheng;LAI Yuan-ming;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Region Environmental and Engineering Institute;Chinese Academy of Sciences;
WAN Xu-sheng;LAI Yuan-ming;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Region Environmental and Engineering Institute;Chinese Academy of Sciences;
..............page:2090-2096
Fracture experiments on ordered multi-crack body in rock-like materials under uniaxial compression and numerical simulation of wing cracks
ZHAO Yan-lin;WAN Wen;WANG Wei-jun;WANG Min;PENG Qing-yang;Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines;Hunan University of Science and Technology;School of Energy and Safty Engineering;Hunan University of Science and Technology;
ZHAO Yan-lin;WAN Wen;WANG Wei-jun;WANG Min;PENG Qing-yang;Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines;Hunan University of Science and Technology;School of Energy and Safty Engineering;Hunan University of Science and Technology;
..............page:2097-2109
Failure mechanism of mortar in front of bearing plate of compression type anchor cables
LU Li;LI Liang;DENG Yu;HU Tian-shi;LI Xiao-xiao;College of Civil Engineering;Chongqing University;Key Laboratory of New Technique for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;
LU Li;LI Liang;DENG Yu;HU Tian-shi;LI Xiao-xiao;College of Civil Engineering;Chongqing University;Key Laboratory of New Technique for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;
..............page:2110-2116
Experimental study on excitation effect for unstable rock
TANG Hong-mei;CHEN Hong-kai;WANG Zhi;HE Xiao-ying;ZHU Xiu-zhu;Institute of Geotechnical Engineering;Chongqing Jiaotong University;College of Hydraulic &Environmental Engineering;China Three Gorges University;
TANG Hong-mei;CHEN Hong-kai;WANG Zhi;HE Xiao-ying;ZHU Xiu-zhu;Institute of Geotechnical Engineering;Chongqing Jiaotong University;College of Hydraulic &Environmental Engineering;China Three Gorges University;
..............page:2117-2122
Geomechanical model for asymmetric distribution of deep-seated crack
HAN Gang;ZHAO Qi-hua;PENG She-qin;State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection;College of Environment and Civil Engineering;Chengdu University of Technology;
HAN Gang;ZHAO Qi-hua;PENG She-qin;State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection;College of Environment and Civil Engineering;Chengdu University of Technology;
..............page:2123-2130
Prototype tests on micro-steel pipe piles as retaining structures
XIANG Bo;MA Jian-lin;HE Yun-yong;ZHOU Li-rong;School of Civil Engineering;Southwest Jiaotong University;Sichuan Provincial Transport Department Highway Planning;Survey;Design and Research Institute;
XIANG Bo;MA Jian-lin;HE Yun-yong;ZHOU Li-rong;School of Civil Engineering;Southwest Jiaotong University;Sichuan Provincial Transport Department Highway Planning;Survey;Design and Research Institute;
..............page:2131-2138
Effects of temperature stress on diaphragm wall of circular deep foundation pit
HU Qi;LING Dao-sheng;CHENG Ze-hai;CHEN Zheng;College of Civil Engineering and Architecture;Zhejiang University of Technology;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;School of Civil Engineering and Architecture;Zhejiang University of Science and Technology;East China Electric Power Design Institute;
HU Qi;LING Dao-sheng;CHENG Ze-hai;CHEN Zheng;College of Civil Engineering and Architecture;Zhejiang University of Technology;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Zhejiang University;School of Civil Engineering and Architecture;Zhejiang University of Science and Technology;East China Electric Power Design Institute;
..............page:2139-2143
Safety factor of heave-resistant stability considering two-and three-dimensional size effects of foundation pits
WANG Hong-xin;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;The Hong Kong Polytechnic University;
WANG Hong-xin;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;The Hong Kong Polytechnic University;
..............page:2144-2152
xin shu zhen kong pai shui yu ya fa jia gu ruan tu ji shu ( di er ban ) jie shao
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:2152