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Chinese Journal of Geotechnical Engineering
1000-4548
2014 Issue 12
Unified model for internal force and deformation of shield segment joints and experimental analysis
ZHU He-hua;HUANG Bo-qi;LI Xiao-jun;HASHIMOTO Tadashi;State Key Laboratory for Disaster Reduction in Civil Engineering and Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;Geo-research Institute of Osaka;
..............page:2153-2160
Calculation of load sharing ratio and settlement of bidirectional reinforced composite foundation under embankment loads
ZHAO Ming-hua;LIU Meng;ZHANG Rui;LONG Jun;Geotechnical Institute of Hunan University;
..............page:2161-2169
Numerical analysis of axial cyclic degradation of a single pile in saturated soft soil based on nonlinear kinematic hardening constitutive model
HUANG Mao-song;LIU Ying;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;College of Civil and Architecture Engineering;Guangxi University;
..............page:2170-2178
Spatial distribution of vibration accelerations in coupled rail-embankmentfoundation system on high-speed railway under moving loads
XUE Fu-chun;ZHANG Jian-min;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;Institute of Geotechnical Engineering;School of Civil Engineering;Tsinghua University;
..............page:2179-2187
Viscoelastic-plastic constitutive model for creep deformation of rockfill materials
WANG Zhan-jun;CHEN Shen-shui;FU Zhong-zhi;Nanjing Hydraulic Research Institute;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques;Ministry of Water Resources;
..............page:2188-2194
Viscoelastic-plastic creep solutions and deformation properties of tunnels in swelling rocks under seepage
ZHANG Jian-zhi;YU Jin;CAI Yan-yan;CHEN Shi-hai;LIN Cong-mou;Geotechnical Engineering Institute;Huaqiao University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education;Wuhan University;Department of Civil Engineering;University of Hong Kong;
..............page:2195-2202
Effective control of large transverse deformation of shield tunnels using grouting in soft deposits
ZHANG Dong-mei;ZOU Wei-biao;YAN Jing-ya;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;Wuhan Municipal Engineering Quality Supervision Station;Maintenance Management of Shanghai Metro Co.;Ltd.;
..............page:2203-2212
Experimental researches on effect of foundation structure on piping in multilayer embankment
CHEN Jian-sheng;ZHANG Hua;WANG Shuang;HE Wen-zheng;YUAN Ke-long;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute of Hohai University;
..............page:2213-2219
Field tests on super-high geogrid-reinforced soil embankment without concrete panel
JIA Min-cai;HUANG Wen-jun;YE Jian-zhong;XU Chao;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Zhejiang Provincial Institute Communications Planning;Design & Research;
..............page:2220-2225
Experimental research on mechanical properties of granite in chemical dissolution under freeze-thaw cycles
CHEN You-liang;WANG Peng;ZHANG Xue-wei;DU Xi;Department of Civil Engineering;University of Shanghai for Science and Technology;Shanghai Construction No.1 Co.;Ltd.;
..............page:2226-2235
Experimental study on effect of spacing and inclination angle of joints on strength and deformation properties of rock masses under uniaxial compression
CHEN Xin;LI Dong-wei;WANG Li-xian;ZHANG Shi-fei;School of Mechanics and Civil Engineering;China University of Mining &Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering;
..............page:2236-2245
Influence of confining pressure on deformation and strength properties of granite after high temperatures
XU Xiao-li;GAO Feng;ZHANG Zhi-zhen;School of Architecture and Civil Engineering;Nantong University;State Key Laboratory for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;
..............page:2246-2252
Explicit analytical solutions for stress and displacement of surrounding rock in shallow tunnels
HAN Kai-hang;ZHANG Cheng-ping;WANG Meng-shu;MOE Key Laboratory of Urban Underground Engineering;Beijing Jiaotong University;
..............page:2253-2259
Experimental investigation of osmotic suction effect on hydro-mechanical behaviour of remolded clay
ZHANG Tong-wei;DENG Yong-feng;LIU Song-yu;YANG Zhong-chao;Institute of Geotechnical Engineering;School of Transportation;Southeast University;School of River and Ocean Engineering;Chongqing Jiaotong University;
..............page:2260-2266
Earth pressure and deformation mode of a retaining wall constructed with soilbags
LIU Si-hong;XUE Xiang-hua;FAN Ke-wei;XU Si-yuan;College of Water Conservancy and Hydropower Engineering;Hohai University;Henan Water&Power Engineering Consulting Co.;Ltd.;
..............page:2267-2273
Constitutive model for damage of invasion surface of heavy metal-contaminated rock
CHENG Feng;WANG Xing-hua;MO Shi-xiong;School of Civil and Architectural Engineering;Central South University;China Nonferrous Metal Geology and Mining Co.;Ltd.;
..............page:2274-2281
Full-scale field tests on hoop strains of buried HDPE pipes during construction
YOU Quan;ZHANG Ya-jun;WANG Fei;DU Yan-jun;ZHOU Min;Institute of Geotechnical Engineering;School of Transportation;Southeast University;Construction Bureau of Yixing City;
..............page:2282-2290
Quantitative evaluation of load effects of pile-net composite foundation based on systems analysis
Lü Wei-hua;MIAO Lin-chang;LIU Cheng;WANG Man;School of Civil Engineering;Nanjing Forestry University;Institute of Geotechnical Engineering;Southeast University;
..............page:2291-2299
Lower bound analysis of slope stability subjected to transient unsaturated seepage
ZHOU Jian-feng;WANG Jun-xing;CHEN Wei;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Fujian Provincial Planning Institute of Water Resources;
..............page:2300-2305
Stability analysis of earth slopes reinforced with micropiles
SUN Shu-wei;CHEN Chong;DING Hui;LIU Ying;Faculty of Resources and Safety Engineering;China University of Mining and Technology;Sinohydro Bureau 7th Co.;Ltd.;
..............page:2306-2314
Nucleation process of rockbursts based on microseismic monitoring of deep-buried tunnels for Jinping Ⅱ Hydropower Station
YU Qun;TANG Chun-An;LI Lian-chong;LI Hong;CHENG Guan-wen;Institute of Rock Instability and Seismicity Research;Dalian University of Technology;
..............page:2315-2322
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
..............page:2322
Evolution of loosened zone of surrounding rock for tunnels constructed by multi-partition excavation method
ZHANG Hui-jian;GONG Lun;QIU Wen-ge;ZHAO Bin;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;School of Civil Engineering;Southwest Jiaotong University;
..............page:2323-2329
Automatic monitoring system for safety of earth-rockfill dams based on Internet of Things
ZHOU Gan-wu;LI Neng-hui;HE Ning;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;
..............page:2330-2334
Dynamic strength of saturated sand under bi-directional cyclic loading
XU Cheng-shun;GAO Ying;DU Xiu-li;GENG Lin;Key Laboratory of Urban Security and Disaster Engineering;Beijing University of Technology;Architectural Engineering Institute of Shandong Xiehe University;
..............page:2335-2340
An axisymmetrically loaded rigid circular disc on transversely isotropic layered soils
AI Zhi-yong;SHI Ben-kai;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:2341-2344
Deformation monitoring of earth-rock dams based on three-dimensional laser scanning technology
WANG Ju;ZHANG Cheng-cai;College of Water Conservancy & Environmental Engineering;Zhengzhou University;Zhengzhou Municipal Water Affairs Bureau;
..............page:2345-2350