1000-4548
2015 Issue S2
Long-term settlement of foundation subjected to moving train loads based on creep constitutive model
GAO Guang-yun;NIE Chun-xiao;ZENG Long;ZHANG Xian-lin;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Municipal Bureau of Planning and Land Resources;
GAO Guang-yun;NIE Chun-xiao;ZENG Long;ZHANG Xian-lin;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Municipal Bureau of Planning and Land Resources;
..............page:1-5
..............page:3
Control technology of construction quality for high filled airport based on Beidou satellite navigation system
YAO Yang-ping;RUAN Yang-zhi;LIU Bing-yang;CHEN Jun;JIANG Hong-xu;School of Transportation Science and Engineering;Beihang University;School of Computer Beihang University;
YAO Yang-ping;RUAN Yang-zhi;LIU Bing-yang;CHEN Jun;JIANG Hong-xu;School of Transportation Science and Engineering;Beihang University;School of Computer Beihang University;
..............page:6-10
Challenging issues in global geotechnical profession caused by soil mechanics
YUE Zhong-qi;Department of Civil Engineering;The University of Hong Kong;
YUE Zhong-qi;Department of Civil Engineering;The University of Hong Kong;
..............page:11-15
Methods for determining rational spacing between anti-slide piles considering soil arching effects
ZHAO Ming-hua;CHEN Yao-hao;YANG Chao-wei;Institute of Geotechnical Engineering;Hunan University;
ZHAO Ming-hua;CHEN Yao-hao;YANG Chao-wei;Institute of Geotechnical Engineering;Hunan University;
..............page:16-21
Vacuum preloading for site formation of Shanghai Disneyland and its influence on surrounding environment
LIANG Zhi-rong;LI Zhong-cheng;Shenyuan Geotechnical Engineering Co.;Ltd.;Shanghai Xiandai Architectural Design Group;
LIANG Zhi-rong;LI Zhong-cheng;Shenyuan Geotechnical Engineering Co.;Ltd.;Shanghai Xiandai Architectural Design Group;
..............page:22-26
Influence of water and salt contents on strength of artificially frozen soils
SUN Li-qiang;LU Jiang-xin;LI Heng;YAN Shu-wang;JIA Xiao;HAN Sheng-zhang;State Key Laboratory of Hydraulic Engineering Simulation and Safety in Tianjin University;The Engineering Quality and Safety Surveillance of Qingdao High-tech Development Zone;Tianjin Metro Group Co.;LTD;
SUN Li-qiang;LU Jiang-xin;LI Heng;YAN Shu-wang;JIA Xiao;HAN Sheng-zhang;State Key Laboratory of Hydraulic Engineering Simulation and Safety in Tianjin University;The Engineering Quality and Safety Surveillance of Qingdao High-tech Development Zone;Tianjin Metro Group Co.;LTD;
..............page:27-31
Experimental tests on relationship between suction and water content of remolded lateritic clay in Guangxi under high suction
OU Chuan-jing;WEI Chang-fu;YAN Rong-tao;LU You-qian;GUO Jing-lin;College of Civil Engineering and Architecture;Guilin University of Technology;Guangxi Key Laboratory of New Energy and Building Energy Saving;Guili University of Technology;
OU Chuan-jing;WEI Chang-fu;YAN Rong-tao;LU You-qian;GUO Jing-lin;College of Civil Engineering and Architecture;Guilin University of Technology;Guangxi Key Laboratory of New Energy and Building Energy Saving;Guili University of Technology;
..............page:32-36
Small-strain triaxial test method and its preliminary application in Shanghai soft clay
CHEN Chao-bin;WU Chao-jun;YE Guan-lin;WANG Jian-hua;Department of Civil Engineering;Shanghai Jiao Tong University;
CHEN Chao-bin;WU Chao-jun;YE Guan-lin;WANG Jian-hua;Department of Civil Engineering;Shanghai Jiao Tong University;
..............page:37-40
Application of Benoto pile in concealed bridge piled project near subway
ZHUANG Yan;MU Fan;CUI Xiao-yan;ZHANG Hai-xia;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
ZHUANG Yan;MU Fan;CUI Xiao-yan;ZHANG Hai-xia;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:41-45
Transfer matrix solutions for responses of laterally loaded piles in multilayered soil deposits
ZHU Ming-xing;GONG Wei-ming;HE Xiao-yuan;School of Civil Engineering;Southeast University;Key of Laboratory for RC and PRC Structure of Education Ministry;Southeast University;
ZHU Ming-xing;GONG Wei-ming;HE Xiao-yuan;School of Civil Engineering;Southeast University;Key of Laboratory for RC and PRC Structure of Education Ministry;Southeast University;
..............page:46-50
Synthetic advanced geological prediction technology for tunnels based on GPR
LIU Xin-rong;LIU Yong-quan;YANG Zhong-ping;TU Yi-liang;School of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;
LIU Xin-rong;LIU Yong-quan;YANG Zhong-ping;TU Yi-liang;School of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;
..............page:51-56
Model tests on nonlinear vibration characteristics of single piles with different length-diameter ratios under lateral loading in sand
GUO Yan-chao;LIU Huan;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;
GUO Yan-chao;LIU Huan;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;
..............page:57-60
Simplified method to predict settlements of adjacent buildings due to deep excavation
FAN Fan;CHEN Jin-jian;ZHANG Hong-bing;WANG Jian-hua;Shanghai Jiao Tong University;
FAN Fan;CHEN Jin-jian;ZHANG Hong-bing;WANG Jian-hua;Shanghai Jiao Tong University;
..............page:61-64
Three-dimensional method for response of embedded pipelines to earthfill load
LI Jun-yu;QIAN Jian-gu;RU Zhi-min;GAO Jie;HUANG Li-jun;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;China Petroleum Pipeline Engineering Corporation Shanghai Branch;
LI Jun-yu;QIAN Jian-gu;RU Zhi-min;GAO Jie;HUANG Li-jun;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;China Petroleum Pipeline Engineering Corporation Shanghai Branch;
..............page:65-69
Application of a new retaining structure in deep underground projects adjacent to sensitive environment
CHEN Yong-cai;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;
CHEN Yong-cai;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;
..............page:70-73
Differential settlement of metro tunnels and its zonal control in soft deposits
DI Hong-gui;ZHOU Shun-hua;GONG Quan-mei;WANG Pei-xin;XIAO Jun-hua;Key Laboratory of Road and Traffic Engineering of the Ministry of Education;Tongji University;
DI Hong-gui;ZHOU Shun-hua;GONG Quan-mei;WANG Pei-xin;XIAO Jun-hua;Key Laboratory of Road and Traffic Engineering of the Ministry of Education;Tongji University;
..............page:74-79
Method for calculating collapsible compressive stress of loess tunnel foundation
FAN Wen;SHAO Sheng-jun;YANG Chun-ming;SHAO Shuai;Institute of Geotechnical Engineering of Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;
FAN Wen;SHAO Sheng-jun;YANG Chun-ming;SHAO Shuai;Institute of Geotechnical Engineering of Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;
..............page:80-85
Influence of material composition and structural characteristics of rock on freeze-thaw damage and deterioration of schist
WANG Zhang-qiong;YAN E-chuan;School of Resource and Civil Engineering;Wuhan Institute of Technology;Faculty of Engineering;China University of Geosciences;
WANG Zhang-qiong;YAN E-chuan;School of Resource and Civil Engineering;Wuhan Institute of Technology;Faculty of Engineering;China University of Geosciences;
..............page:86-90
Pore pressure response of composite foundation in interactive marine and terrestrial deposit of Yangtze River Estuary
LIU Zhi-bin;LIU Song-yu;JING Fei;JU Jun;LI Wei;JI Fu-quan;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;
LIU Zhi-bin;LIU Song-yu;JING Fei;JU Jun;LI Wei;JI Fu-quan;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering & Environmental Safety;
..............page:91-95
Comparative study on double-row piles with different lengths several common anti-slide piles
SHEN Yong-jinag;YANG Ming;XIANG Zheng-liang;School of Civil Engineering;Central South University;
SHEN Yong-jinag;YANG Ming;XIANG Zheng-liang;School of Civil Engineering;Central South University;
..............page:96-100
Combination reinforcement mechanism of sub-horizontal jet-grouting and pipe roof in water-rich soft stratum
SHI Yu-feng;CAI Li-ping;YANG Jun-sheng;HU Wen-tao;School of Civil Engineering and Architecture;East China Jiaotong University;Guangzhou Railway Corporation;Central South University;Civil Engineering School;
SHI Yu-feng;CAI Li-ping;YANG Jun-sheng;HU Wen-tao;School of Civil Engineering and Architecture;East China Jiaotong University;Guangzhou Railway Corporation;Central South University;Civil Engineering School;
..............page:101-106
Experimental study on shrinkage properties of expansive soils
WANG Xian-en;TAN Xiao-hui;XIN Zhi-yu;XU Quan;XIE Yan;School of Resources and Environmental Engineering;Hefei University of Technology;
WANG Xian-en;TAN Xiao-hui;XIN Zhi-yu;XU Quan;XIE Yan;School of Resources and Environmental Engineering;Hefei University of Technology;
..............page:107-114
Application of micro-nano bubble technology in remediation of polluted groundwater
LI Heng-zhen;HU Li-ming;XIN Hong-bo;Central Research Institute of Building and Construction;MCC;School of Civil Engineering;Tsinghua University;State Key Laboratory of Hydroscience and Engineering;
LI Heng-zhen;HU Li-ming;XIN Hong-bo;Central Research Institute of Building and Construction;MCC;School of Civil Engineering;Tsinghua University;State Key Laboratory of Hydroscience and Engineering;
..............page:115-120
Model tests on a caisson-pile composite foundation in sand subjected to lateral static and cyclic loadings
ZHANG Xun;HUANG Mao-song;Key Laboratory of Geotechnical and Underground Engineering of the Ministy of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
ZHANG Xun;HUANG Mao-song;Key Laboratory of Geotechnical and Underground Engineering of the Ministy of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
..............page:121-124
Numerical model for deduction of inherent parameters of geomaterial
ZHANG Zhi-yi;WU Yuan-xun;LI Ming-shu;China United Engineering Consultant;Inc.;Chung Hua University;Shanghai Yu An Consultants Co.;Ltd.;
ZHANG Zhi-yi;WU Yuan-xun;LI Ming-shu;China United Engineering Consultant;Inc.;Chung Hua University;Shanghai Yu An Consultants Co.;Ltd.;
..............page:125-130
Equations and numerical simulation for coupled water and heat transfer in frozen soil
BAI Qing-bo;LI Xu;TIAN Ya-hu;FANG Jian-hong;School of Civil Engineering;Beijing Jiaotong University;Qinghai Research and Observation Base;Key Laboratory of Highway Construction & Maintenance Technology in Permafrost Regions;Ministry of Transport;
BAI Qing-bo;LI Xu;TIAN Ya-hu;FANG Jian-hong;School of Civil Engineering;Beijing Jiaotong University;Qinghai Research and Observation Base;Key Laboratory of Highway Construction & Maintenance Technology in Permafrost Regions;Ministry of Transport;
..............page:131-136
Numerical simulation method for thermal-stress coupling in artificial freezing process
SUN Li-qiang;REN Yu-xiao;YAN Shu-wang;YANG Ai-wu;HAN Sheng-zhang;Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment;School of Civil Engineering;Tianjin University;Tianjin Metro Group Co.;Ltd.;
SUN Li-qiang;REN Yu-xiao;YAN Shu-wang;YANG Ai-wu;HAN Sheng-zhang;Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment;School of Civil Engineering;Tianjin University;Tianjin Metro Group Co.;Ltd.;
..............page:137-142
Effect of microstructure properties on of dynamic residual deformation behavior of saturated loess
WANG Qian;WANG Ping;WANG Jun;ZHONG Xiu-mei;MA Hai-ping;FENG Min-jie;Key Laboratory of Loess Earthquake Engineering;CEA;Schools of Civil Engineering and Mechanics;Lanzhou University;Lanzhou Institute of Seismology;CEA;
WANG Qian;WANG Ping;WANG Jun;ZHONG Xiu-mei;MA Hai-ping;FENG Min-jie;Key Laboratory of Loess Earthquake Engineering;CEA;Schools of Civil Engineering and Mechanics;Lanzhou University;Lanzhou Institute of Seismology;CEA;
..............page:143-147
Evaluation method for multi-story buildings influenced by under-crossing metro tunnel
HENG Chao-yang;TENG Yan-jing;SUN Xi-yuan;ZHOU Zhi;Institute of Foundation Engineering;China Academy of Building Research;CABR Foundation Engineering Co.;Ltd.;
HENG Chao-yang;TENG Yan-jing;SUN Xi-yuan;ZHOU Zhi;Institute of Foundation Engineering;China Academy of Building Research;CABR Foundation Engineering Co.;Ltd.;
..............page:148-152
Calculation of earth pressure on baffle of cantilever anti-slide piles based on soil arching effects
LIU Li-sheng;WU Shu-guang;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;School of Civil Engineering;Chongqing University;
LIU Li-sheng;WU Shu-guang;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Ministry of Education;School of Civil Engineering;Chongqing University;
..............page:153-157
Full scale in-situ static loading tests on pile groups in soft soils
DAI Guo-liang;DAI Yong-xing;MAO Yan-bing;GONG Wei-ming;LI Xiao-juan;Key Laboratory for RC and PC Structures of Ministry of Education;School of Civil Engineering;Southeast University;Design Institute of Guangzhou Metro Corporation;
DAI Guo-liang;DAI Yong-xing;MAO Yan-bing;GONG Wei-ming;LI Xiao-juan;Key Laboratory for RC and PC Structures of Ministry of Education;School of Civil Engineering;Southeast University;Design Institute of Guangzhou Metro Corporation;
..............page:158-163
Coupled dynamic model for pile-soil-periodic-viaduct under moving loading
SHA Xuan;FAN Zeng;LU Jian-fei;Faculty of Civil Engineering and Mechanics;Jiangsu University;
SHA Xuan;FAN Zeng;LU Jian-fei;Faculty of Civil Engineering and Mechanics;Jiangsu University;
..............page:164-169
Model tests on sand embankment reinforced with geocell subjected to strip loading
SUN Zhou;ZHANG Meng-xi;JIANG Sheng-wei;Department of Civil Engineering;Shanghai University;Jiahe Geosynthetics Company;
SUN Zhou;ZHANG Meng-xi;JIANG Sheng-wei;Department of Civil Engineering;Shanghai University;Jiahe Geosynthetics Company;
..............page:170-175
Stability analysis and reinforcement method for bedding shale slope
ZHANG Xiao-yong;YANG Zhan-lei;YUAN Gao-ang;LIANG Ju-wei;College of Geology and Environment;Xi’an University of Science and Technology;Xingtai Luqiao Construction Corporation;
ZHANG Xiao-yong;YANG Zhan-lei;YUAN Gao-ang;LIANG Ju-wei;College of Geology and Environment;Xi’an University of Science and Technology;Xingtai Luqiao Construction Corporation;
..............page:176-180
Application of UH model considering temperature to finite element method
FENG Xing;YAO Yang-ping;Li Ru-ning;WAN Zheng;School of Airport;Civil Aviation University of China;School of Transportation Science and Engineering;Beihang University;North China Institute of Engine;Jian Yan Foundation Engineering Co.;Ltd.;
FENG Xing;YAO Yang-ping;Li Ru-ning;WAN Zheng;School of Airport;Civil Aviation University of China;School of Transportation Science and Engineering;Beihang University;North China Institute of Engine;Jian Yan Foundation Engineering Co.;Ltd.;
..............page:181-185
Dispersion mechanism of soils revealed by grey system theory and verification tests
ZHAO Gao-wen;FAN Heng-hui;SHI Mei;MA Xiao-li;LI Yu-gen;WEI Feng;Department of Geotechnical Engineering;Tongji University;Department of Architecture Engineering;Yulin University;College of Water Conservancy and Architectural Engineering;Northwest A&F University;College of Resources and Environment;University of Chinese Academy of Sciences;
ZHAO Gao-wen;FAN Heng-hui;SHI Mei;MA Xiao-li;LI Yu-gen;WEI Feng;Department of Geotechnical Engineering;Tongji University;Department of Architecture Engineering;Yulin University;College of Water Conservancy and Architectural Engineering;Northwest A&F University;College of Resources and Environment;University of Chinese Academy of Sciences;
..............page:186-190
Deformation and bearing characteristics of steel cement-soil wall constructed by TRD method
TAN Ke;WANG Wei-dong;DI Guo-en;Department of Underground Structure & Geotechnical Engineering;East China Architecture Design & Research Institute Co.;Ltd.;
TAN Ke;WANG Wei-dong;DI Guo-en;Department of Underground Structure & Geotechnical Engineering;East China Architecture Design & Research Institute Co.;Ltd.;
..............page:191-196
Field monitoring and analysis of stresses for dual-purpose pile wall
HU Yun;WANG Wei-dong;SHEN Jian;East China Architectural Design & Research Institute Co.;Ltd.;Shanghai Engineering Research Center of Safety Control for Facilities Adjacent to Deep Excavations;
HU Yun;WANG Wei-dong;SHEN Jian;East China Architectural Design & Research Institute Co.;Ltd.;Shanghai Engineering Research Center of Safety Control for Facilities Adjacent to Deep Excavations;
..............page:197-201
3D numerical analysis and evaluation of the influence of tunneling on frame buildings
ZOU Wen-hao;XU Ming;Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education;Department of Civil Engineering;Tsinghua University;Railway Engineering Research Institute;China Academy of Railway Sciences;
ZOU Wen-hao;XU Ming;Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education;Department of Civil Engineering;Tsinghua University;Railway Engineering Research Institute;China Academy of Railway Sciences;
..............page:202-209
Advances in permeability for bentonite-based hydraulic containment barriers
YANG Yu-ling;DU Yan-jun;FAN Ri-dong;WEI Ming-li;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;
YANG Yu-ling;DU Yan-jun;FAN Ri-dong;WEI Ming-li;Institute of Geotechnical Engineering;Southeast University;Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety;
..............page:210-216
Numerical analysis of interactive behavior between pile and seabed soil under wave load
HU Xiang;CHEN Jing-jian;Department of Civil Engineering;Shanghai Jiao Tong University;State Key Laboratory of Ocean Engineering;
HU Xiang;CHEN Jing-jian;Department of Civil Engineering;Shanghai Jiao Tong University;State Key Laboratory of Ocean Engineering;
..............page:217-221