1000-4548
2013 Issue 10
..............page:1762
Practical soil classification methods in China based on piezocone penetration tests
LIU Song-yu;CAI Guo-jun;ZOU Hai-feng;Institute of Geotechnical Engineering;Southeast University;
LIU Song-yu;CAI Guo-jun;ZOU Hai-feng;Institute of Geotechnical Engineering;Southeast University;
..............page:1765-1776
Laboratory tests on development of seepage failure of overlying layer during piping of two-stratum dike foundation
CHEN Jian-sheng;HE Wen-zheng;WANG Shuang;HE Hai-qing;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute of Hohai University;
CHEN Jian-sheng;HE Wen-zheng;WANG Shuang;HE Hai-qing;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute of Hohai University;
..............page:1777-1783
Thixotropy of saturated silty soils due to construction of DCM columns
XU Yong-fu;WANG Chi;HUANG Ming;XU Jie;YANG Lei;Department of Civil Engineering;Shanghai Jiao Tong University;Road Administration Bureau of Taizhou City;
XU Yong-fu;WANG Chi;HUANG Ming;XU Jie;YANG Lei;Department of Civil Engineering;Shanghai Jiao Tong University;Road Administration Bureau of Taizhou City;
..............page:1784-1789
Undrained cyclic torsion shear tests on permanent deformation responses of soft saturated clay to traffic loadings
QIAN Jian-gu;WANG Yong-gang;ZHANG Jia-feng;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
QIAN Jian-gu;WANG Yong-gang;ZHANG Jia-feng;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:1790-1798
Reliability analysis of infinite soil slopes considering spatial variability of soil parameters
LI Dian-qing;QI Xiao-hui;ZHOU Chuang-bing;ZHANG Li-min;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education;Department of Civil and Environmental Engineering;The Hong Kong University of Science and Technology;Clear Water Bay;
LI Dian-qing;QI Xiao-hui;ZHOU Chuang-bing;ZHANG Li-min;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering;Ministry of Education;Department of Civil and Environmental Engineering;The Hong Kong University of Science and Technology;Clear Water Bay;
..............page:1799-1806
Centrifuge modelling of a large-diameter single pile under lateral loads in sand
ZHU Bin;XIONG Gen;LIU Jin-chao;SUN Yong-xin;CHEN Ren-peng;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;Guangdong Electric Power Design Institute;
ZHU Bin;XIONG Gen;LIU Jin-chao;SUN Yong-xin;CHEN Ren-peng;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;Guangdong Electric Power Design Institute;
..............page:1807-1815
Liquefaction mechanism of saturated gravelly soils based on flowing property
WANG Zhi-hua;ZHOU En-quan;Lü Cong;CHEN Guo-xing;Research Center of Urban Underground Space;Nanjing University of Technology;Institute of Geotechnical Engineering;Nanjing University of Technology;
WANG Zhi-hua;ZHOU En-quan;Lü Cong;CHEN Guo-xing;Research Center of Urban Underground Space;Nanjing University of Technology;Institute of Geotechnical Engineering;Nanjing University of Technology;
..............page:1816-1822
Shell-joint model for lining structures of shield-driven tunnels
PENG Yi-cheng;DING Wen-qi;ZHU He-hua;ZHAO Wei;JIN Yue-lang;Department of Geotechnical Engineering;Tongji University;Shanghai Electric Power Design Institute Co.;Ltd.;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
PENG Yi-cheng;DING Wen-qi;ZHU He-hua;ZHAO Wei;JIN Yue-lang;Department of Geotechnical Engineering;Tongji University;Shanghai Electric Power Design Institute Co.;Ltd.;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:1823-1829
Centrifugal model tests on face stability of shield tunnels in dense sand
TANG Lü-jun;CHEN Ren-peng;YIN Xin-sheng;KONG Ling-gang;HUANG Bo;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geoenviromental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;
TANG Lü-jun;CHEN Ren-peng;YIN Xin-sheng;KONG Ling-gang;HUANG Bo;CHEN Yun-min;MOE Key Laboratory of Soft Soils and Geoenviromental Engineering;Zhejiang University;Institute of Geotechnical Engineering;Zhejiang University;
..............page:1830-1838
Improvement and application of synergetic forecast model for landslides
HE Xiao-hei;WANG Si-jing;XIAO Rui-hua;RAO Xiao-yu;LUO Bin;Institute of Geology and Geophysics;Chinese Academy of Sciences;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;General Institute of Chemical Geology Survey of China Chemical Geology and Mine Bureau;Chongqing Communications Research & Design Institute Co.;Ltd.;
HE Xiao-hei;WANG Si-jing;XIAO Rui-hua;RAO Xiao-yu;LUO Bin;Institute of Geology and Geophysics;Chinese Academy of Sciences;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;General Institute of Chemical Geology Survey of China Chemical Geology and Mine Bureau;Chongqing Communications Research & Design Institute Co.;Ltd.;
..............page:1839-1848
Large-scale direct shear tests on soil-rock aggregate mixture under complicated environment based on orthogonal design
WANG Jiang-ying;CAO Wen-gui;ZHANG Chao;WANG Hui-ping;Institute of Geotechnical Engineering;Hunan University;
WANG Jiang-ying;CAO Wen-gui;ZHANG Chao;WANG Hui-ping;Institute of Geotechnical Engineering;Hunan University;
..............page:1849-1856
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:1856
Plastic design theory of frozen soil wall based on interaction between frozen soil wall and surrounding rock
YANG Wei-hao;DU Zi-bo;YANG Zhi-jiang;BO Dong-liang;State Key Laboratory for Geo-mechanics and Deep Underground Engineering;China University of Mining & Technology;School of Mechanics and Civil Engineering;China University of Mining & Technology;
YANG Wei-hao;DU Zi-bo;YANG Zhi-jiang;BO Dong-liang;State Key Laboratory for Geo-mechanics and Deep Underground Engineering;China University of Mining & Technology;School of Mechanics and Civil Engineering;China University of Mining & Technology;
..............page:1857-1862
Active searching algorithm for slope stability reliability based on Kriging model
SU Yong-hua;LUO Zheng-dong;ZHANG Pan-feng;YANG Hong-bo;Geotechnical Engineering Institute;Hunan University;
SU Yong-hua;LUO Zheng-dong;ZHANG Pan-feng;YANG Hong-bo;Geotechnical Engineering Institute;Hunan University;
..............page:1863-1869
..............page:1869
Analytical solution of segment joint model for segmented tunnel lining
DONG Xin-ping;XIE Feng-zan;Department of Communication Engineering;Zhengzhou University;Henan Province Water Resources No. 2 Engineering Bureau;
DONG Xin-ping;XIE Feng-zan;Department of Communication Engineering;Zhengzhou University;Henan Province Water Resources No. 2 Engineering Bureau;
..............page:1870-1875
Strength reduction method for submarine immersed tunnels
LI Xiu-di;ZHENG Ying-ren;YUAN Yong;SHI Shao-qing;Department ofArchitectural and Civil Engineering;Logistical Engineering University;Chongqing Engineering and Technology Research Center of Geological Hazard Prevention and Treatment;Department of Geotechnical Engineering;Tongji University;
LI Xiu-di;ZHENG Ying-ren;YUAN Yong;SHI Shao-qing;Department ofArchitectural and Civil Engineering;Logistical Engineering University;Chongqing Engineering and Technology Research Center of Geological Hazard Prevention and Treatment;Department of Geotechnical Engineering;Tongji University;
..............page:1876-1882
..............page:1882
Principle and application of pole point method of Mohr’s circle
LI Da-yong;GUO Yan-xue;GAO Yu-feng;Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;College of Civil Engineering and Architecture;Shandong University of Science and Technology;Geotechnical Research Institute;Hohai University;
LI Da-yong;GUO Yan-xue;GAO Yu-feng;Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;College of Civil Engineering and Architecture;Shandong University of Science and Technology;Geotechnical Research Institute;Hohai University;
..............page:1883-1888
An analytical solution for calculating base-plane size of spread footings
DING Zhou-xiang;CUI Chao;ZENG Qiao-ling;School of Civil Engineering;Beijing Jiaotong University;State Key Laboratory for Geomechanics & Deep Underground Engineering;China University of Mining and Technology;
DING Zhou-xiang;CUI Chao;ZENG Qiao-ling;School of Civil Engineering;Beijing Jiaotong University;State Key Laboratory for Geomechanics & Deep Underground Engineering;China University of Mining and Technology;
..............page:1889-1894
Application of dynamic true triaxial apparatus to study on sand liquefaction
XU Cheng-shun;LIU Hai-qiang;DU Xiu-li;YIN Zhan-qiao;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;Beijing Collaborative Innovation Center for Metropolitan Transportation;
XU Cheng-shun;LIU Hai-qiang;DU Xiu-li;YIN Zhan-qiao;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;Beijing Collaborative Innovation Center for Metropolitan Transportation;
..............page:1895-1900
Test and application of in-situ slurry fracturing
LIU Xue-yan;YUAN Da-jun;GUO Xiao-hong;School of Civil Engineering;Beijing Jiaotong University;Tunnel and Underground Engineering Research Center of Ministry of Education;Beijing Jiaotong University;CCCC Second Highway Consultants Co.;Ltd.;
LIU Xue-yan;YUAN Da-jun;GUO Xiao-hong;School of Civil Engineering;Beijing Jiaotong University;Tunnel and Underground Engineering Research Center of Ministry of Education;Beijing Jiaotong University;CCCC Second Highway Consultants Co.;Ltd.;
..............page:1901-1907
..............page:1907
A measurement method for 1-D distribution of lateral deformation of soils in shaking table tests using FBG technique
WANG Yun-long;YUAN Xiao-ming;YIN Jian-hua;Institute of Engineering Mechanics;Chinese Earthquake Administration;Key Laboratory of Earthquake Engineering and Engineering Vibration;Chinese Earthquake Administration;Department of Civil and Structural Engineering;The Hong Kong Polytechnic University;
WANG Yun-long;YUAN Xiao-ming;YIN Jian-hua;Institute of Engineering Mechanics;Chinese Earthquake Administration;Key Laboratory of Earthquake Engineering and Engineering Vibration;Chinese Earthquake Administration;Department of Civil and Structural Engineering;The Hong Kong Polytechnic University;
..............page:1908-1913
Deformation control techniques for existing buildings during construction process of basement
WEN Ying-wen;LIU Song-yu;HU Ming-liang;ZHANG Guo-zhu;School of Transportation;Southeast University;Jiangsu Research Institute of Building Science Co.;Ltd.;
WEN Ying-wen;LIU Song-yu;HU Ming-liang;ZHANG Guo-zhu;School of Transportation;Southeast University;Jiangsu Research Institute of Building Science Co.;Ltd.;
..............page:1914-1921
Active earth pressure on retaining wall under different distribution patterns of strip surcharge
KE Cai-tong;CHEN Yi-bo;GAO Hong-bo;CAO Xiong;College of Civil Engineering and Architecture;Hainan University;
KE Cai-tong;CHEN Yi-bo;GAO Hong-bo;CAO Xiong;College of Civil Engineering and Architecture;Hainan University;
..............page:1922-1927
Influence of montmorillonite on dispersivity of clayey soils
ZHAO Gao-wen;FAN Heng-hui;CHEN Hua;SHI Mei;College of Water Conservancy and Architectural Engineering;Northwest A&F University;Department of Architecture Engineering;Yulin University;College of Resources and Environment;University of Chinese Academy of Sciences;
ZHAO Gao-wen;FAN Heng-hui;CHEN Hua;SHI Mei;College of Water Conservancy and Architectural Engineering;Northwest A&F University;Department of Architecture Engineering;Yulin University;College of Resources and Environment;University of Chinese Academy of Sciences;
..............page:1928-1932
Shear strength characteristics of fiber-reinforced unsaturated cohesive soils
WANG De-yin;TANG Chao-sheng;LI Jian;LIU Bao-sheng;TANG Wei;ZHU Kun;School of Earth Sciences and Engineering;Nanjing University;
WANG De-yin;TANG Chao-sheng;LI Jian;LIU Bao-sheng;TANG Wei;ZHU Kun;School of Earth Sciences and Engineering;Nanjing University;
..............page:1933-1940
Discussion on “Interpolation algorithm for shallow foundations settlement based on compression and load-settlement curves”
LI Ren-ping;College of Civil & Architecture;Three Gorges University;
LI Ren-ping;College of Civil & Architecture;Three Gorges University;
..............page:1941-1944
Reply to discussion on “Interpolation algorithm for shallow foundations settlement based on compression and load-settlement curves”
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:1944-1947
Discussion on “Several shear spatially mobilized planes and anisotropic strength criteria of soils”
LIU De-wen;XU Chun-mei;DENG Yong-liang;GUO Chun-li;Cultivation Base of State Key Laboratory for Seismic Control and Structural Safety;Guangzhou University;College of Civil Engineering;Southwest Forestry University;College of Civil Engineering;Southeast University;
LIU De-wen;XU Chun-mei;DENG Yong-liang;GUO Chun-li;Cultivation Base of State Key Laboratory for Seismic Control and Structural Safety;Guangzhou University;College of Civil Engineering;Southwest Forestry University;College of Civil Engineering;Southeast University;
..............page:1947-1949
Reply to discussion of “Several shear spatially mobilized planes and anisotropic strength criteria of soils”
SHAO Sheng-jun;XU Ping;CHEN Chang-lu;WANG Qiang;Institute of Geo-engineering;School of Civil andArchitecture;Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;
SHAO Sheng-jun;XU Ping;CHEN Chang-lu;WANG Qiang;Institute of Geo-engineering;School of Civil andArchitecture;Xi’an University of Technology;Shaanxi Key Laboratory of Loess Mechanics and Engineering;
..............page:1950-1952
Discussion on “ Coefficient of at-rest earth pressure from limited backfill”
LIU De-wen;ZHU De-bin;WANG Qiong-fen;DENG Yong-liang;Key Laboratory of Earthquake Resistance andAbsorption Engineering & Structure Safety of Ministry of Education;Guangzhou University;College of Civil Engineering;Southwest Forestry University;College of Civil Engineering;Southeast University;
LIU De-wen;ZHU De-bin;WANG Qiong-fen;DENG Yong-liang;Key Laboratory of Earthquake Resistance andAbsorption Engineering & Structure Safety of Ministry of Education;Guangzhou University;College of Civil Engineering;Southwest Forestry University;College of Civil Engineering;Southeast University;
..............page:1952-1955
Reply to discussion on “Coefficient of at-rest earth pressure from limited backfill”
JIA Ning;North China Power Engineering Co.;Ltd.;of China Power Engineering Consulting Group;
JIA Ning;North China Power Engineering Co.;Ltd.;of China Power Engineering Consulting Group;
..............page:1955-1956