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Chinese Journal of Geotechnical Engineering
FQ: 月刊
AD of Publication: 江苏省南京市
Lanuage: 中文;
ISSN: 1000-4548
CN: 32-1124/TU
YP: 1979
Url: 中国水利学会;中国土木工程学会;中国力学学会;中国建筑学会;中国水利发电工程学会;中国振动工程学会
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Chinese Journal of Geotechnical Engineering
2011 -01
Catalog
Comparative analyses of model tests and in-situ monitoring of zonal disintegration of rock mass in deep tunnels CHEN Xu-guang,ZHANG Qiang-yong,YANG Wen-dong,LI Shu-cai,LIU De-jun,WNAG Han-peng(Research Center of Geotechnical and Structural Engineering,Shandong University,Jinan 250061,China)
Failure mechanism of post-earthquake rock landslide under rainfall WU Yong 1,2,HE Si-ming1,2,LUO Yu1,2(1.Key Laboratory of Mountain Hazards and Surface Process,Chinese Academy of Science,Chengdu 610041,China;2.Institute of Mountain Hazards and Environment,Chinese Academy of Sciences,Chengdu 610041,China)
Interval fuzzy judgment method for roadbed stability in karst area ZHANG Yong-jie1,2,CAO Wen-gui1,ZHAO Ming-hua1,ZHAO Heng1(1.Geotechnical Engineering Institute of Hunan University,Changsha 410082,China;2.School of Civil Engineering and Architecture Changsha University of Science and Technology,Changsha 410004,China)
Limit theoretical study on face stability of shield tunnels Lü Xi-lin1,2,WANG Hao-ran1,2,HUANG Mao-song1,2(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China)
Fracture grouting mechanism in tunnels based on time-dependent behaviors of grout SUN Feng1,2,ZHANG Ding-li1,CHEN Tie-lin1(1.Tunnel Engineering Research Center of Ministry of Education,Beijing Jiaotong University,Beijing 100044,China;2.Nuclear and Radiation Safety Center,Ministry of Environment Protection,Beijing 100082,China)
Large-scale tests on face stability of shield tunnelling in dry cohesionless soil CHEN Ren-peng1,2,LI Jun1,2,CHEN Yun-min1,2,KONG Ling-gang1,2(1.Institute of Geotechnical Engineering,Hangzhou 310058,China;2.MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering,Zhejiang University,Hangzhou 310058,China)
Model tests on control techniques for differential settlement of road widening WENG Xiao-lin1,2,ZHANG Liu-jun2,LI lin-tao3,GUO Yong-jian1(1.Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang’an University,Xi’an 710064,China;2.CCCC First Highway Consultants Co.,Ltd.,Xi?an 710068,China;3.Henan Zhongyuan Highway Co.,Ltd.,Zhengzhou 450052,China)
Instability criteria for high arch dams using catastrophe theory ZHENG Dong-jian,LEI Ting(College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China)
New technology of using salt to prevent termites for dikes and dams CHEN Lai-hua1,PAN Cun-hong1,CHEN Sen-mei1,SONG Xiao-gang2,ZHENG Shi-zong1,CHEN Shi-hua1(1.Zhejiang Institute of Hydraulics and Estuary,Hangzhou 310020,China;2.National Termite Control Center of China,Hangzhou 310011,China)
From constitutive modeling to development of laboratory testing and optical fiber sensor monitoring technologies YIN Jian-hua(The Hong Kong Polytechnic University,Hong Kong,China)
Automatic modeling method for digital and numerical integration of underground construction model ZHU He-hua1,2,DONG Wen-peng1,2,3,LI Xiao-jun1,2,ZHAO Wen4(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,College of Civil Engineering,Tongji University,Shanghai 200092,China;3.Hangzhou Bureau of Traffic Engineering Quality and Safety Supervision,Hangzhou 310012,China;4.Northeastern University,Shenyang 110004,China)
Terzaghi's one-dimensional consolidation equation and its solution based on asymmetric continuous drainage boundary MEI Guo-xiong1,2,XIA Jun,MEI Ling1,2 (1.College of Transportation Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Civil Engineering and Architecture,Nanchang Hangkong University,Nanchang 330063,China)
Unified solution of shear strength for unsaturated soil under plane strain condition and its application ZHANG Chang-guang1,2,HU Yun-shi3,ZHAO Jun-hai4(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;3.Quzhou University,Quzhou 234000,China; 4.School of Civil Engineering,Chang'an University,Xi'an 710061,China)
Consolidation of combined composite foundation YE Guan-bao1,2,ZHANG Zhen1,2,XING Hao-feng1,2,HUANG Mao-song1,2,CHANG Hong-tao1,2(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China)
Generalization of anisotropic constitutive models using transformed stress method WANG Nai-dong,YAO Yang-ping(School of Transportation Science & Engineering,Beihang University,Beijing 100191,China)
Unified approach to estimate ultimate bearing capacity of uplift piles with enlarged base HUANG Mao-song1,2,WANG Xiang-jun1,2,WU Jiang-bin3,WANG Wei-dong3(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Shanghai 200092,China;3.East China Architectural Design Institute,Shanghai 200002,China)
Analysis of soil arching of composite foundations with long and short piles LOU Yan,HE Ning,LOU Bin (Nanjing Hydraulic Research Institute,Nanjing 210029,China)
Visualized cyclic triaxial tests on sand liquefaction using digital imaging technique ZHOU Jian1,3,SHI Dan-da2,WU Feng4,XUE Jian-feng5(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.College of Ocean Environment and Engineering,Shanghai Maritime University,Shanghai 200135,China;3.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;4.Shandong Provincial Communications Planning and Design Institute,Jinan 250031,China;5.School of Applied Science and Engineering,Monash University,Melbourne,3842,VIC,Australia)
Study and analysis of critical inclination slope with planar failure surface MIAO Shi-xian1,2,CHEN Zheng-zhou1,ZHANG Ming-rui1,BI Gang1(1.Department of Earth Sciences,Nanjing University,Nanjing 210093,China;2.Geological Survey of Jiangsu Province,Nanjing 210049,China)
Seismic response of high-rise structures by different foundation systems QIAN De-ling1,LI Hui1,LU Wen-sheng2,LI Jian-quan1,XIA Jing1(1.School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;2.State Key Laboratory on Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China)
Two-dimensional analysis of in-filled trenches as passive barriers in saturated soil SHI Gang1,2,GUO Yuan-cheng1,GAO Guang-yun2(1.School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China)
Suggestions for improving criteria of soil liquefaction in China's code FU Sheng-cong,JIANG Jing-bei(China Academy of Building Research,Beijing 100013,China)
Application of image processing in researches on evolving rules of segregation ice ZHOU Jin-sheng1,ZHOU Guo-qing1,ZHANG Qi2,SHANG Xiang-yu1,ZHOU Yang1 (1.State Key Laboratory for Geomechanics & Deep Underground Engineering,CUMT,Xuzhou 221008,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China)
Finite element lower bound limit solutions for ultimate bearing capacity of subsoil under raft of composite piled foundations JIANG Gang1,SUN Jun1,2,WANG Xu-dong1(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Changzhou City Planning and Design Institute,Changzhou 213003,China)
Settlement of overlaying soil caused by decompression of confined water GONG Xiao-nan,ZHANG Jie(Key Laboratory of Soft Soils and Geoenviromental Engineering of Ministry of Education,Zhejiang University,Hangzhou 310058,China)
Characteristics of pore water pressure and strength of undisturbed saturated marine clay under complex stress conditions LUAN Mao-tian1,LIU Gong-xun1,2,GUO Ying1,WANG Zhong-tao1(1.Institute of Geotechnical Engineering,School of Civil Engineering,Dalian University of Technology,Dalian 116024,China;2.Key Lab of.Dredging Technology of CCGRP,Shanghai Waterway Engineering Design and Consulting Co.,Ltd.of CCGRP,Shanghai 200120,China)
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