1000-4548
2015 Issue 3
..............page:382
Bearing capacity factor for granular column-reinforced composite ground in saturated soft clay
ZHENG Gang;ZHOU Hai-zuo;DIAO Yu;LIU Jing-jin;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;State Key Laboratory of Hydraulic Engineering Simulation and Safety;
ZHENG Gang;ZHOU Hai-zuo;DIAO Yu;LIU Jing-jin;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;State Key Laboratory of Hydraulic Engineering Simulation and Safety;
..............page:385-399
p-y curves of laterally loaded piles in clay based on strain path approach
HUANG Mao-song;YU Jian;ZHANG Chen-rong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
HUANG Mao-song;YU Jian;ZHANG Chen-rong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:400-409
Reasonable selection of rheological parameters of geosynthetics
BAO Cheng-gang;TONG Jun;DING Jin-hua;Yangtze River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;
BAO Cheng-gang;TONG Jun;DING Jin-hua;Yangtze River Scientific Research Institute;Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;
..............page:410-418
Experimental investigation on physical properties of soil in permeation process of phosphogypsum leachate
LI Guo-ying;BAI Run-ping;MI Zhan-kuan;WANG Fang;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques;Ministry of Water Resources;Department of Geotechnical Engineering;Tongji University;
LI Guo-ying;BAI Run-ping;MI Zhan-kuan;WANG Fang;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques;Ministry of Water Resources;Department of Geotechnical Engineering;Tongji University;
..............page:419-425
Test method for shear strength of saturated cohesive soil
TENG Yan-jing;SHENG Zhi-qiang;WANG Shu-guang;Institute of Foundation Engineering;China Academy of Building Research;
TENG Yan-jing;SHENG Zhi-qiang;WANG Shu-guang;Institute of Foundation Engineering;China Academy of Building Research;
..............page:426-431
2015 nian du huang wen xi jiang zuo xue shu bao gao hui jiang yu 4 yue 11 ri zai nan jing ju xing
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:431
Experimental study on shear strength parameters of fresh municipal solid waste
ZHANG Zhen-ying;YAN Li-jun;WU Da-zhi;ZHANG Ling-feng;FU Jun;HU Yuan-jie;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
ZHANG Zhen-ying;YAN Li-jun;WU Da-zhi;ZHANG Ling-feng;FU Jun;HU Yuan-jie;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
..............page:432-439
Embankment construction technology using large geotextile bags filled with dredged soil
HE Ning;SHEN Xue-song;ZHOU Yan-zhang;YANG Shou-hua;ZHU Qun-feng;HUNAG Kang-li;GAO Chang-sheng;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Construction Headquarters of Lianyungang 300;000-Ton Waterway;
HE Ning;SHEN Xue-song;ZHOU Yan-zhang;YANG Shou-hua;ZHU Qun-feng;HUNAG Kang-li;GAO Chang-sheng;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Construction Headquarters of Lianyungang 300;000-Ton Waterway;
..............page:440-445
Boulder detection method for metro shield zones based on cross-hole resistivity tomography and its physical model tests
LI Shu-cai;LIU Zheng-yu;LIU Bin;XU Xin-ji;WANG Chuan-wu;NIE Li-chao;SUN Huai-feng;SONG Jie;WANG Shi-rui;Research Center of Geotechnical & Structural Engineering;Shandong University;
LI Shu-cai;LIU Zheng-yu;LIU Bin;XU Xin-ji;WANG Chuan-wu;NIE Li-chao;SUN Huai-feng;SONG Jie;WANG Shi-rui;Research Center of Geotechnical & Structural Engineering;Shandong University;
..............page:446-457
Field performance of large-scale deep excavations in Suzhou
LIAO Shao-ming;WEI Shi-feng;TAN Yong;LIU Jun-xi;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Architectural Design and Research Institute of Guangdong Province;
LIAO Shao-ming;WEI Shi-feng;TAN Yong;LIU Jun-xi;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Architectural Design and Research Institute of Guangdong Province;
..............page:458-469
Physico-mechanical properties of deposition phosphogypsum
MI Zhan-kuan;RAO Xu-sheng;CHU Xue-qun;CAO Pei;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Yunnan Yuntianhua International Chemical Co.;Ltd.;Sinopec Nanjing Engineering & Construction Incorporation;
MI Zhan-kuan;RAO Xu-sheng;CHU Xue-qun;CAO Pei;Geotechnical Engineering Department;Nanjing Hydraulic Research Institute;Yunnan Yuntianhua International Chemical Co.;Ltd.;Sinopec Nanjing Engineering & Construction Incorporation;
..............page:470-478
Centrifugal model tests on mechanism of spudcan penetration of jack-up drilling platform in egg-shell layered soil
LI Sa;WANG Yao-cun;WU Xing-zhou;LIANG Jian-hui;ZHOU Yang-rui;Geotechnical Institute;Civil Engineering Department;Tianjin University;China Metallurgical Construction Engineering Group Co.;Ltd. Survey And Design Institute;China Institute of Water Resources and Hydropower Research;Geophysical Division;China Oilfield Services Limited;
LI Sa;WANG Yao-cun;WU Xing-zhou;LIANG Jian-hui;ZHOU Yang-rui;Geotechnical Institute;Civil Engineering Department;Tianjin University;China Metallurgical Construction Engineering Group Co.;Ltd. Survey And Design Institute;China Institute of Water Resources and Hydropower Research;Geophysical Division;China Oilfield Services Limited;
..............page:479-486
Effect of double voids behind lining on safety state of tunnel structures
ZHANG Cheng-ping;FENG Gang;ZHANG Xu;HAN Kai-hang;ZHANG Ding-li;MOE Key Lab of Urban Underground Engineering;Beijing Jiaotong University;
ZHANG Cheng-ping;FENG Gang;ZHANG Xu;HAN Kai-hang;ZHANG Ding-li;MOE Key Lab of Urban Underground Engineering;Beijing Jiaotong University;
..............page:487-493
re lie zhu he nan jing shui li ke xue yan jiu yuan jian yuan 80 zhou nian
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:493
Distribution and evolution of pore structure in 2D granular materials under biaxial compression
LIU Yang;WANG Cheng-lin;ZHANG Duo;Department of Civil Engineering;University of Science and Technology Beijing;
LIU Yang;WANG Cheng-lin;ZHANG Duo;Department of Civil Engineering;University of Science and Technology Beijing;
..............page:494-503
Liquefaction evaluation indices for fine-grained soils
DONG Lin;WANG Lan-min;YUAN Xiao-ming;Institute of Engineering Mechanics;CEA;Lanzhou Institute of Seismology;CEA;
DONG Lin;WANG Lan-min;YUAN Xiao-ming;Institute of Engineering Mechanics;CEA;Lanzhou Institute of Seismology;CEA;
..............page:504-511
Method for calculating axial force and settlement of pile foundation in consolidating and reconsolidating ground
WANG Rui;CAO Wei;BRANDENBERG Scott;ZHANG Jian-min;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;University of California;Department of Civil and Environmental Engineering;
WANG Rui;CAO Wei;BRANDENBERG Scott;ZHANG Jian-min;State Key Laboratory of Hydroscience and Engineering;Tsinghua University;University of California;Department of Civil and Environmental Engineering;
..............page:512-518
Triaxial unloading tests on rupture characteristics of sandstone under hydro-mechanical coupling conditions
TANG Hao;LI Tian-bin;CHEN Guo-qing;WANG Yan-ke;State Key Laboratory of Geohazard Prevention & Geoenvironment Protection;Chengdu University of Technology;
TANG Hao;LI Tian-bin;CHEN Guo-qing;WANG Yan-ke;State Key Laboratory of Geohazard Prevention & Geoenvironment Protection;Chengdu University of Technology;
..............page:519-525
Field tests on fixed-point hydraulic fracture with extra-high pressure in coal seam for rock burst prevention
JIANG Fu-xing;WANG Bo;ZHAI Ming-hua;GUO Xin-shan;HUANG Guang-wei;HUANG Jun-rui;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Shandong Energy Group Co.;Ltd.;
JIANG Fu-xing;WANG Bo;ZHAI Ming-hua;GUO Xin-shan;HUANG Guang-wei;HUANG Jun-rui;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Shandong Energy Group Co.;Ltd.;
..............page:526-531
Coefficient B of saturated clay under high pressure
SHANG Xiang-yu;ZHENG Xiu-zhong;ZHOU Guo-qing;State Key Lab for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mechanics and Civil Engineering;China University of Mining and Technology;
SHANG Xiang-yu;ZHENG Xiu-zhong;ZHOU Guo-qing;State Key Lab for Geomechanics and Deep Underground Engineering;China University of Mining and Technology;School of Mechanics and Civil Engineering;China University of Mining and Technology;
..............page:532-536
Numerical method to generate granular assembly with any desired relative density based on DEM
HUANG Qing-fu;ZHAN Mei-li;SHENG Jin-chang;LUO Yu-long;ZHANG Xia;College of Water Conservancy and Hydropower;Hohai University;Kunming Engineering Corporation Limited;Yunnan Province Water Resources and Hydropower Survey;Design and Research Institute;
HUANG Qing-fu;ZHAN Mei-li;SHENG Jin-chang;LUO Yu-long;ZHANG Xia;College of Water Conservancy and Hydropower;Hohai University;Kunming Engineering Corporation Limited;Yunnan Province Water Resources and Hydropower Survey;Design and Research Institute;
..............page:537-543
Particle crushing of frozen sand under triaxial compression
MA Ling;QI Ji-lin;YU Fan;YIN Zhen-yu;State Key Laboratory of Frozen Soil Engineering;CAREERI;CAS;University of Chinese Academy of Sciences;School of Civil and Transportation Engineering;Beijing University of Architechture and Civil Engineering;Department of Civil Engineering;Ecole Centrale de Nantes;
MA Ling;QI Ji-lin;YU Fan;YIN Zhen-yu;State Key Laboratory of Frozen Soil Engineering;CAREERI;CAS;University of Chinese Academy of Sciences;School of Civil and Transportation Engineering;Beijing University of Architechture and Civil Engineering;Department of Civil Engineering;Ecole Centrale de Nantes;
..............page:544-550
Model tests on settlement of single pile in loess under long-term axial cyclic loading
GUO Peng-fei;WANG Xu;YANG Long-cai;LUO Hao-wei;Key Laboratory of Road and Traffic Engineering of the Ministry of Education;Tongji University;School of Civil Engineering;Lanzhou Jiaotong University;South Branch of Northwest Research Institute Co.;Ltd. of CREC;
GUO Peng-fei;WANG Xu;YANG Long-cai;LUO Hao-wei;Key Laboratory of Road and Traffic Engineering of the Ministry of Education;Tongji University;School of Civil Engineering;Lanzhou Jiaotong University;South Branch of Northwest Research Institute Co.;Ltd. of CREC;
..............page:551-558
yan tu gong cheng xue bao zheng ding qi shi
ben kan bian ji bu ;
ben kan bian ji bu ;
..............page:558
Experimental investigation on influence of discontinuities on hydraulic fracture propagation in three-dimensional space
CHENG Wan;JIN Yan;CHEN Mian;ZHANG Ya-kun;DIAO Ce;HOU Bing;College of Petroleum Engineering;China University of Petroleum;State Key Laboratory of Petroleum Resources and Prospecting;School of Civil and Environmental Engineering;Georgia Institute of Technology;
CHENG Wan;JIN Yan;CHEN Mian;ZHANG Ya-kun;DIAO Ce;HOU Bing;College of Petroleum Engineering;China University of Petroleum;State Key Laboratory of Petroleum Resources and Prospecting;School of Civil and Environmental Engineering;Georgia Institute of Technology;
..............page:559-563
Effects of pore solution concentrations on shear strength of clay
YU Hai-hao;WEI Chang-fu;YAN Rong-tao;FU Xin-hui;MA Tian-tian;Guangxi Key Laboratory of New Energy and Building Energy Saving;College of Civil Engineering and Architecture;Guilin University of Technology;Fujian Provincial Institute of Architectural Design and Research;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
YU Hai-hao;WEI Chang-fu;YAN Rong-tao;FU Xin-hui;MA Tian-tian;Guangxi Key Laboratory of New Energy and Building Energy Saving;College of Civil Engineering and Architecture;Guilin University of Technology;Fujian Provincial Institute of Architectural Design and Research;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:564-569
Behavior of the static drill rooted nodular piles under tension
ZHOU Jia-jin;GONG Xiao-nan;WANG Kui-hua;ZHANG Ri-hong;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering;Ministry of Education;Zhejiang University;ZDOON Building Materials Group;
ZHOU Jia-jin;GONG Xiao-nan;WANG Kui-hua;ZHANG Ri-hong;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering;Ministry of Education;Zhejiang University;ZDOON Building Materials Group;
..............page:570-576