1000-4548
2016 Issue 11
..............page:1930
Model tests on distribution law of dynamical soil pressure of ballastless track XCC pile-raft composite foundation
LIU Han-long;SUN Guang-chao;KONG Gang-qiang;LI Hui;College of Civil Engineering;Chongqing University;Key Laboratory of Geomechanics and Embankment Engineering;Ministry of Education;College of Civil and Transportation Engineering;Hohai University;
LIU Han-long;SUN Guang-chao;KONG Gang-qiang;LI Hui;College of Civil Engineering;Chongqing University;Key Laboratory of Geomechanics and Embankment Engineering;Ministry of Education;College of Civil and Transportation Engineering;Hohai University;
..............page:1933-1940
Scale effect of rockfill and multiple-scale triaxial test platform
KONG Xian-jing;LIU Jing-mao;ZOU De-gao;State Key Laboratory of Coastal & Offshore Engineering;Dalian University of Technology;School of Hydraulic Engineering;Dalian University of Technology;
KONG Xian-jing;LIU Jing-mao;ZOU De-gao;State Key Laboratory of Coastal & Offshore Engineering;Dalian University of Technology;School of Hydraulic Engineering;Dalian University of Technology;
..............page:1941-1947
..............page:1947
Mechanical behaviors and field tests of steel sleeves during shield receiving
LIAO Shao-ming;MEN Yan-qing;ZHAO Guo-qiang;XU Wei-zhong;Department of Geotechnical Engineering;Tongji Unviersity;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;
LIAO Shao-ming;MEN Yan-qing;ZHAO Guo-qiang;XU Wei-zhong;Department of Geotechnical Engineering;Tongji Unviersity;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Shanghai Urban Construction Municipal Engineering Co.;Ltd.;
..............page:1948-1956
Modeling saturated permeability of municipal solid waste based on compression change of its preferential flow and anisotropy
KE Han;WU Xiao-wen;ZHANG Jun;CHEN Yun-min;HU-Jie;Institute of Geotechnical Engineering;Zhejiang University;Lishui Environmental Monitoring Central Station;
KE Han;WU Xiao-wen;ZHANG Jun;CHEN Yun-min;HU-Jie;Institute of Geotechnical Engineering;Zhejiang University;Lishui Environmental Monitoring Central Station;
..............page:1957-1964
Centrifugal model tests overtopping failure of barrier dams
ZHAO Tian-long;CHEN Sheng-shui;WANG Jun-jie;ZHONG Qi-ming;FU Chang-jing;Chongqing jiaotong University;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;National Engineering Research Center for Inland Waterway Regulation;Chongqing Jiaotong University;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques;Ministry of Water Resources;
ZHAO Tian-long;CHEN Sheng-shui;WANG Jun-jie;ZHONG Qi-ming;FU Chang-jing;Chongqing jiaotong University;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;National Engineering Research Center for Inland Waterway Regulation;Chongqing Jiaotong University;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques;Ministry of Water Resources;
..............page:1965-1972
..............page:1972
Experimental study on mechanical properties and mesoscopic numerical simulation of cement-solidified coastal aeolian sands
CAI Yan-yan;JIANG Hao-chuan;YU Jin;TU Bing-xiong;LIU Shi-yu;Fujian Engineering Technolgy Research Center for Tunnel and Underground Space;Huaqiao University;Key Laboratory of Hydraulic and Waterway Engineering of the Ministry of Education;Chongqing Jiaotong University;
CAI Yan-yan;JIANG Hao-chuan;YU Jin;TU Bing-xiong;LIU Shi-yu;Fujian Engineering Technolgy Research Center for Tunnel and Underground Space;Huaqiao University;Key Laboratory of Hydraulic and Waterway Engineering of the Ministry of Education;Chongqing Jiaotong University;
..............page:1973-1980
..............page:1980
SPH simulation of forming process of frozen wall of shaft
CHEN Pei-pei;BAI Bing;School of Civil Engineering;Beijing Jiaotong University;
CHEN Pei-pei;BAI Bing;School of Civil Engineering;Beijing Jiaotong University;
..............page:1981-1989
Connection of frame beams with anchor roads with GFRP and steel bars
LI Guo-wei;LIU Xue;HE Guan-jun;SIDI;WU Jian-tao;ZHENG Cheng;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Highway and Railway Research Institute;Hohai University;Geotechnical Research Institute;Hohai University;
LI Guo-wei;LIU Xue;HE Guan-jun;SIDI;WU Jian-tao;ZHENG Cheng;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Highway and Railway Research Institute;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:1990-1998
Development and application of simulation test system for slurry balance shield
QI Chun;HE Chuan;FENG Kun;TANG Yin;WANG Wei;XIA Wei-yang;MOE Key Laboratory of Transportation Tunnel Engineering;Southwest Jiaotong University;China Railway Erju Co.;Ltd.;
QI Chun;HE Chuan;FENG Kun;TANG Yin;WANG Wei;XIA Wei-yang;MOE Key Laboratory of Transportation Tunnel Engineering;Southwest Jiaotong University;China Railway Erju Co.;Ltd.;
..............page:1999-2008
Solutions for stability of anchored earth slopes subjected to seismic loading
NIAN Ting-kai;LIU Kai;HUANG Run-qiu;ZHANG Yan-jun;WANG Liang;School of Civil Engineering and the State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;State Key Laboratory of Geohazard Prevention and Geoenvironmental Protection;Chengdu University of Technology;Central Southern China Electric Power Design Institute Co.;Ltd.of China Power Engineering Consulting Group;
NIAN Ting-kai;LIU Kai;HUANG Run-qiu;ZHANG Yan-jun;WANG Liang;School of Civil Engineering and the State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;State Key Laboratory of Geohazard Prevention and Geoenvironmental Protection;Chengdu University of Technology;Central Southern China Electric Power Design Institute Co.;Ltd.of China Power Engineering Consulting Group;
..............page:2009-2016
Effect of radial erection error of segments on waterproofness of segment rings of shield tunnels
ZENG Ge-hua;XIA Cai-chu;Department of Geotechnical Engineering;School of Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
ZENG Ge-hua;XIA Cai-chu;Department of Geotechnical Engineering;School of Civil Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:2017-2025
New strength criterion for sand with cross-anisotropy
CAO Wei;WANG Rui;ZHANG Jian-min;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
CAO Wei;WANG Rui;ZHANG Jian-min;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;
..............page:2026-2032
Assessment methods for containment properties of underground crude oil storage caverns and their applications
WANG Zhe-chao;LI Shu-cai;QIAO Li-ping;BI Li-ping;ZHANG Zhen-jie;Geotechnical and Structural Engineering Research Center;Shandong University;State Key Laboratory for Geomechanics and Deep Underground Engineering;
WANG Zhe-chao;LI Shu-cai;QIAO Li-ping;BI Li-ping;ZHANG Zhen-jie;Geotechnical and Structural Engineering Research Center;Shandong University;State Key Laboratory for Geomechanics and Deep Underground Engineering;
..............page:2033-2042
Effect of freeze-thaw cycle on engineering properties and microstructure of stabilized/solidified lead contaminated soil treated by cement
LI Jiang-shan;WANG Ping;ZHANG Ting-ting;LI Zhen-ze;XUE Qiang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
LI Jiang-shan;WANG Ping;ZHANG Ting-ting;LI Zhen-ze;XUE Qiang;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:2043-2050
Energy method for analyzing dynamic pore water pressure model for tailing soil
LIU Shu-zhuo;LI Hui-zi;SHAN Yi;LI Kang;BA Ling-zhen;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Building Science;South China University of Technology;Guangdong Zhonggong Architectural Design Co.;Ltd.;
LIU Shu-zhuo;LI Hui-zi;SHAN Yi;LI Kang;BA Ling-zhen;School of Civil Engineering and Transportation;South China University of Technology;State Key Laboratory of Subtropical Building Science;South China University of Technology;Guangdong Zhonggong Architectural Design Co.;Ltd.;
..............page:2051-2058
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:2058
Investigating shear mechanics of discontinuous deformation analysis
GONG Wen-jun;WANG Yun-sheng;LUO Yong-hong;Department of Civil Engineering;Beihang University;Department of Geotechnical Engineering;China Institute of Water Resources and Hydropower;State Key laboratory of Geohazard Prevention and Geoenvironmental Protection;Chengdu University of Technology;
GONG Wen-jun;WANG Yun-sheng;LUO Yong-hong;Department of Civil Engineering;Beihang University;Department of Geotechnical Engineering;China Institute of Water Resources and Hydropower;State Key laboratory of Geohazard Prevention and Geoenvironmental Protection;Chengdu University of Technology;
..............page:2059-2068
Saline expansion and frost heave of sodium sulfate solution during cooling crystallization process
LI Xing-xing;WANG Si-jing;XIAO Rui-hua;CHENG Dong-xing;YAN Fu-zhang;Key Laboratory of Shale Gas and Geoengineering;Institute of Geology and Geophysics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;Northwest Electric Power Design Institute Co.;Ltd of China Power Engineering Consulting Group;State Power Economic Research Institute;
LI Xing-xing;WANG Si-jing;XIAO Rui-hua;CHENG Dong-xing;YAN Fu-zhang;Key Laboratory of Shale Gas and Geoengineering;Institute of Geology and Geophysics;Chinese Academy of Sciences;University of Chinese Academy of Sciences;Northwest Electric Power Design Institute Co.;Ltd of China Power Engineering Consulting Group;State Power Economic Research Institute;
..............page:2069-2077
Experimental study on stress-strain characteristics of coarse-grained soil under different intermediate principal stresses
PAN Jia-jun;CHENG Zhan-lin;YU Ting;JIANG Ji-wei;ZUO Yong-zhen;XU Han;Changjiang River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;Chengdu Hydroelectric Investigation & Design Institute of CHECC;
PAN Jia-jun;CHENG Zhan-lin;YU Ting;JIANG Ji-wei;ZUO Yong-zhen;XU Han;Changjiang River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;Chengdu Hydroelectric Investigation & Design Institute of CHECC;
..............page:2078-2084
Application and field tests of cap-pile combined foundation with reversed construction
GUO Chao;FU Bai-yong;YUAN Hong;GONG Wei-ming;China Communication Highway Planning and Design Institute;Bridge National Engineering Research Centre;School of Civil Engineering Southeast University;
GUO Chao;FU Bai-yong;YUAN Hong;GONG Wei-ming;China Communication Highway Planning and Design Institute;Bridge National Engineering Research Centre;School of Civil Engineering Southeast University;
..............page:2085-2092
Application of fiber Bragg grating displacement meter groups in continuous monitoring of deformation of surrounding rock
ZHU Zhao-hui;REN Da-chun;LI Xiu-wen;SUN Jian-hui;WANG Wan-shun;China Institute of Water Resources and Hydropower Research;Beijing IWHR Co.;Ltd.;China Three Gorges Corporation;
ZHU Zhao-hui;REN Da-chun;LI Xiu-wen;SUN Jian-hui;WANG Wan-shun;China Institute of Water Resources and Hydropower Research;Beijing IWHR Co.;Ltd.;China Three Gorges Corporation;
..............page:2093-2100
Zoning method for structural homogeneity of drilling fractured rock mass
WEI Xiang;YANG Chun-he;LIU Peng-jun;WANG Gui-bin;CHEN Shi-wan;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China University of Geosciences;
WEI Xiang;YANG Chun-he;LIU Peng-jun;WANG Gui-bin;CHEN Shi-wan;State Key Laboratory of Coal Mine Disaster Dynamics and Control;Chongqing University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;China University of Geosciences;
..............page:2101-2106
In-situ shear tests on base material soil-rock interface interacted by roots
DING Yu;XIA Zhen-yao;XU Wen-nian;YANG Qi;Engineering Research Center of Eco-environment in Three Gorges Reservoir Region;Ministry of Education;CTGU;Collaborative Innovation Center for Geo-hazards and Eco-Environment in Three Gorges Area;Hubei Province;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;Three Gorges University;Guiyang Engineering Corporation Limitied of Powerchina;
DING Yu;XIA Zhen-yao;XU Wen-nian;YANG Qi;Engineering Research Center of Eco-environment in Three Gorges Reservoir Region;Ministry of Education;CTGU;Collaborative Innovation Center for Geo-hazards and Eco-Environment in Three Gorges Area;Hubei Province;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area;Ministry of Education;Three Gorges University;Guiyang Engineering Corporation Limitied of Powerchina;
..............page:2107-2113
Experimental research on influence of loading rate and confining pressure on energy evolution of coal
MA Zhen-qian;JIANG Yao-dong;LI Yan-wei;YANG Ying-ming;LI Hai-tao;Faculty of Resources and Safety Engineering;China University of Mining and Technology;College of Guizhou University;School of Mechanics and Civil Engineering;China University of Mining and Technology;State Key Laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
MA Zhen-qian;JIANG Yao-dong;LI Yan-wei;YANG Ying-ming;LI Hai-tao;Faculty of Resources and Safety Engineering;China University of Mining and Technology;College of Guizhou University;School of Mechanics and Civil Engineering;China University of Mining and Technology;State Key Laboratory of Coal Resources and Safe Mining;China University of Mining and Technology;
..............page:2114-2121
Reasonable sample capacity for grain-size analysis tests based on sampling reliability
LI Xi;ZHANG Sheng;SHENG Dai-chao;MA Xin-yan;School of Civil Engineering;Central South University;National Engineering Laboratory for High Speed Railway Construction;China Airport Construction Group Corporation;
LI Xi;ZHANG Sheng;SHENG Dai-chao;MA Xin-yan;School of Civil Engineering;Central South University;National Engineering Laboratory for High Speed Railway Construction;China Airport Construction Group Corporation;
..............page:2122-2127
Liquefaction behavior and mechanism of cement-stabilized loess
WANG Qian;LIU Hong-mei;MA Hai-ping;WANG Jun;LI Na;Key Laboratory of Loess Earthquake Engineering;China Earthquake Administration & Gansu Province;Schools of Civil Engineering and Mechanics;Lanzhou University;Lanzhou Institute of Seismology;CEA;
WANG Qian;LIU Hong-mei;MA Hai-ping;WANG Jun;LI Na;Key Laboratory of Loess Earthquake Engineering;China Earthquake Administration & Gansu Province;Schools of Civil Engineering and Mechanics;Lanzhou University;Lanzhou Institute of Seismology;CEA;
..............page:2128-2134
Discussion on “Calibration tests on diaphragm-type pressure cells”
SUN Yu-yong;School of Civil Engineering & Architechure;Tongling University;
SUN Yu-yong;School of Civil Engineering & Architechure;Tongling University;
..............page:2135-2136
Reply on discussion on “Calibration tests on diaphragm-type pressure cells”
RUI Rui;School of Civil Engineering and Architecture;Wuhan University of Technology;
RUI Rui;School of Civil Engineering and Architecture;Wuhan University of Technology;
..............page:2136