1000-7598
2016 Issue 12
..............page:1-32
..............page:33
A constitutive model for anisotropic structured sandy soil based on micromechanical mechanism
JIANG Ming-jing;ZHOU Wei;LIU Jing-de;LI Tao;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
JIANG Ming-jing;ZHOU Wei;LIU Jing-de;LI Tao;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
..............page:3347-3355
Consolidation analysis of concrete-cored sand-gravel piles improved composite foundation under combined vacuum and surcharge preloading
YE Guan-bao;ZHANG Qing-wen;ZHANG Zhen;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;Collaborative Innovation Center of Geohazard Prevention;Chengdu University of Technology;
YE Guan-bao;ZHANG Qing-wen;ZHANG Zhen;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;Collaborative Innovation Center of Geohazard Prevention;Chengdu University of Technology;
..............page:3356-3364
A variational method for calculating the active earth pressure on a flexible retaining wall
CHEN Jian-gong;ZHOU Ting-qiang;HU Ri-cheng;School of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;
CHEN Jian-gong;ZHOU Ting-qiang;HU Ri-cheng;School of Civil Engineering;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education;Chongqing University;
..............page:3365-3370+3379
Effect of surface permeability of saturated porous media on behaviour of surface waves using thin layer method
CHAI Hua-you;LI Tian-bin;ZHANG Dian-ji;CHEN Elton J.;WU Qiao-yun;CHAI Xiu-wei;School of Resources and Civil Engineering;Wuhan Institute of Technology;State Key Laboratory of Geo Hazard Prevention & Geoenvironmental Protection;Chengdu University of Technology;School of Civil Engineering & Mechanics;Huazhong University of Science & Technology;
CHAI Hua-you;LI Tian-bin;ZHANG Dian-ji;CHEN Elton J.;WU Qiao-yun;CHAI Xiu-wei;School of Resources and Civil Engineering;Wuhan Institute of Technology;State Key Laboratory of Geo Hazard Prevention & Geoenvironmental Protection;Chengdu University of Technology;School of Civil Engineering & Mechanics;Huazhong University of Science & Technology;
..............page:3371-3379
Analytical solution for excavation-induced soil horizontal movement
QIAN Jian-gu;ZHOU Cong-rui;GU Jian-bo;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
QIAN Jian-gu;ZHOU Cong-rui;GU Jian-bo;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:3380-3386
Probability integral method of arbitrary shape face to predict mining subsidence and its application
ZHAO Xiao-dong;CHEN Yang;JIANG Jian;China-Japan Research Center for Geo-environmental Science;Pioneer Park of Academician;Dalian University;
ZHAO Xiao-dong;CHEN Yang;JIANG Jian;China-Japan Research Center for Geo-environmental Science;Pioneer Park of Academician;Dalian University;
..............page:3387-3392+3400
Effect of set surface perforating technology on hydraulic crack extension
WANG Su-ling;SUI Xu;ZHU Yong-chao;Department of Mechanical Science and Engineering;Northeast Petroleum University;Petro China Technology & Development Corporation;
WANG Su-ling;SUI Xu;ZHU Yong-chao;Department of Mechanical Science and Engineering;Northeast Petroleum University;Petro China Technology & Development Corporation;
..............page:3393-3400
Model test study of expansive rock slope under different types of precipitation
FAN Qiu-yan;LIU Jin-quan;YANG Dian-sen;YUAN Jing-qiang;College of Resources and Metallurgy;Guangxi University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
FAN Qiu-yan;LIU Jin-quan;YANG Dian-sen;YUAN Jing-qiang;College of Resources and Metallurgy;Guangxi University;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3401-3409
Application of bio-cement in erosion control of levees
LIU Lu;SHEN Yang;LIU Han-long;CHU Jian;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil and Transportation Engineering;Hohai University;College of Civil Engineering;Chongqing University;
LIU Lu;SHEN Yang;LIU Han-long;CHU Jian;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil and Transportation Engineering;Hohai University;College of Civil Engineering;Chongqing University;
..............page:3410-3416
Research on space earth pressure behind retaining wall adjacent to existing basements exterior wall
ZHU Jian-ming;LIN Qing-tao;GAO Xiao-jiang;GAO Lin-sheng;College of Safety Engineering;North China Institute of Science and Technology;College of Civil Engineering;North China University of Technology;Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education;Beijing University of Technology;
ZHU Jian-ming;LIN Qing-tao;GAO Xiao-jiang;GAO Lin-sheng;College of Safety Engineering;North China Institute of Science and Technology;College of Civil Engineering;North China University of Technology;Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education;Beijing University of Technology;
..............page:3417-3426
Deformation characteristics tests and damage mechanics analysis of Beishan granite after thermal treatment
HU Shao-hua;ZHANG Guang;ZHANG Miao;JIANG Xiu-ling;CHEN Yi-feng;School of Resource and Environment Engineering;Wuhan University of Technology;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;
HU Shao-hua;ZHANG Guang;ZHANG Miao;JIANG Xiu-ling;CHEN Yi-feng;School of Resource and Environment Engineering;Wuhan University of Technology;State Key Laboratory of Water Resources and Hydropower Engineering Science;Wuhan University;
..............page:3427-3436+3454
Time-space laws of failure process of carbonaceous shale in Brazilian split test
DU Meng-ping;PAN Peng-zhi;JI Wei-wei;ZHANG Zhen-hua;GAO Yao-hui;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Collaborative Innovation Center for Geo-Hazards and Eco-Environment in Three Gorges Area;China Three Gorges University;School of Civil Engineering;Hefei University of Technology;
DU Meng-ping;PAN Peng-zhi;JI Wei-wei;ZHANG Zhen-hua;GAO Yao-hui;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Collaborative Innovation Center for Geo-Hazards and Eco-Environment in Three Gorges Area;China Three Gorges University;School of Civil Engineering;Hefei University of Technology;
..............page:3437-3446
Comparison between swelling properties of two Gaomiaozi Na-bentonites
ZHANG Long;SUN De-an;LIU Yue-miao;Department of Civil Engineering;Shanghai University;Beijing Research Institute of Uranium Geology;
ZHANG Long;SUN De-an;LIU Yue-miao;Department of Civil Engineering;Shanghai University;Beijing Research Institute of Uranium Geology;
..............page:3447-3454
Experiment and evaluation of compaction characteristics of sodium sulfate saline soil
WEN Tao;MI Hai-zhen;MA Lian-sheng;YING Sai;School of Civil Engineering;Lanzhou University of Technology;School of Science;Lanzhou University of Technology;
WEN Tao;MI Hai-zhen;MA Lian-sheng;YING Sai;School of Civil Engineering;Lanzhou University of Technology;School of Science;Lanzhou University of Technology;
..............page:3455-3462+3471
Experimental investigation on effect of curing temperature on strength development of cement stabilized clay
ZHANG Rong-jun;ZHENG Jun-jie;CHENG Yu-shi;DONG Rui;Institute of Geotechnical and Underground Engineering;Huazhong University of Science and Technology;Guangdong Nanyue Transportation Investment & Construction Co.;Ltd.;
ZHANG Rong-jun;ZHENG Jun-jie;CHENG Yu-shi;DONG Rui;Institute of Geotechnical and Underground Engineering;Huazhong University of Science and Technology;Guangdong Nanyue Transportation Investment & Construction Co.;Ltd.;
..............page:3463-3471
Research on energy characteristics of size effect of granite under low/intermediate strain rates
LIANG Chang-yu;LI Xiao;WU Shu-ren;Key Laboratory of Neotectonics Movement & Geohazards of Ministry of Land and Mineral Resource;Institute of Geomechanics;Chinese Academy of Geological Sciences;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Sciences;
LIANG Chang-yu;LI Xiao;WU Shu-ren;Key Laboratory of Neotectonics Movement & Geohazards of Ministry of Land and Mineral Resource;Institute of Geomechanics;Chinese Academy of Geological Sciences;Key Laboratory of Engineering Geomechanics;Institute of Geology and Geophysics;Chinese Academy of Sciences;
..............page:3472-3480
A semi-analytical method for calculation of displacement and stress in processes of 3D water flow and heat transfer in a saturated sparsely fractured rock mass
ZHANG Yong;XIANG Yan-yong;School of Civil Engineering;Beijing Jiaotong University;Science and Technology Development Division;Shenhua Group Corporation Limited;
ZHANG Yong;XIANG Yan-yong;School of Civil Engineering;Beijing Jiaotong University;Science and Technology Development Division;Shenhua Group Corporation Limited;
..............page:3481-3490
USMR method for evaluating macro-mechanical parameters of slope rock mass deteriorated due to excavation unloading
HU Zheng;LIU You-rong;WANG Ping-yi;TIAN Mao-zhong;Power China Guiyang Engineering Corporation Ltd.;Faculty of Engineering;China University of Geosciences;
HU Zheng;LIU You-rong;WANG Ping-yi;TIAN Mao-zhong;Power China Guiyang Engineering Corporation Ltd.;Faculty of Engineering;China University of Geosciences;
..............page:3491-3498+3505
Analysis of stability of masonry slope based on cusp catastrophe theory
SONG Xin-hua;YAN Hong-hao;State Key Laboratory of Structure Analysis for Industrial Equipment;Dalian University of Technology;
SONG Xin-hua;YAN Hong-hao;State Key Laboratory of Structure Analysis for Industrial Equipment;Dalian University of Technology;
..............page:3499-3505
Experimental investigation into dynamic response of shallow-buried reinforced concrete structure in blast-induced liquefied sandy foundation
CHEN Yu-min;ZHANG Yi-jiang;WANG Wei-guo;CHEN Chen-wei;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil and Transportation Engineering;Hohai University;
CHEN Yu-min;ZHANG Yi-jiang;WANG Wei-guo;CHEN Chen-wei;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;College of Civil and Transportation Engineering;Hohai University;
..............page:3506-3512+3519
Grading scale method for coarse-grained soils based on fractal theory
ZHAO Na;ZUO Yong-zhen;WANG Zhan-bin;YU Sheng-guan;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
ZHAO Na;ZUO Yong-zhen;WANG Zhan-bin;YU Sheng-guan;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;
..............page:3513-3519
Coupled fluid-solid analysis of bearing characteristic of segment based on change of soil permeability coefficient
SONG Jin-hu;MIAO Lin-chang;GAO Xue-shen;ZHANG Rui-xue;Henan University of Urban Construction;Institute of Geotechnical Engineering;Southeast University;Architects & Engineers Co.;Ltd.;Southeast University;
SONG Jin-hu;MIAO Lin-chang;GAO Xue-shen;ZHANG Rui-xue;Henan University of Urban Construction;Institute of Geotechnical Engineering;Southeast University;Architects & Engineers Co.;Ltd.;Southeast University;
..............page:3520-3528+3536
A study of water chemical sensitivity of strength indices of silty clay
YANG De-huan;YAN Rong-tao;WEI Chang-fu;ZHANG Min;ZHANG Qin;Guangxi Key Laboratory of New Energy and Building Energy Saving;Guilin University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
YANG De-huan;YAN Rong-tao;WEI Chang-fu;ZHANG Min;ZHANG Qin;Guangxi Key Laboratory of New Energy and Building Energy Saving;Guilin University of Technology;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3529-3536
A method for caculating penetration of geo-tubes dike resting on deep soft foundation soils
YAN Shu-wang;CHEN Jing;SUN Li-qiang;CHEN Hao;ZHU Fu-ming;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Tianjin Port Construction Company;
YAN Shu-wang;CHEN Jing;SUN Li-qiang;CHEN Hao;ZHU Fu-ming;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Tianjin Port Construction Company;
..............page:3537-3544+3552
Evaluation of roller-integrated compaction uniformity based on geostatistics
WANG Xiang;JIAO Tan;NIE Zhi-hong;SONG Xiao-dong;School of Civil Engineering;Central South University;Shanghai Kunming Railway Passenger Dedicated Line Hunan Limited Liability Company;
WANG Xiang;JIAO Tan;NIE Zhi-hong;SONG Xiao-dong;School of Civil Engineering;Central South University;Shanghai Kunming Railway Passenger Dedicated Line Hunan Limited Liability Company;
..............page:3545-3552
Algorithm of mining-enhanced permeability of a single borehole and its engineering application
TAN Qiang;GAO Ming-zhong;XIE Jing;LI Sheng-wei;QIU Zhi-qiang;College of Architecture and Environment;Sichuan University;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resources and Hydropower;Sichuan University;
TAN Qiang;GAO Ming-zhong;XIE Jing;LI Sheng-wei;QIU Zhi-qiang;College of Architecture and Environment;Sichuan University;State Key Laboratory of Hydraulics and Mountain River Engineering;Sichuan University;College of Water Resources and Hydropower;Sichuan University;
..............page:3553-3560+3568
Effect of nearby undercrossing tunneling on the deformation of existing metro tunnel and construction control
ZHANG Qiong-fang;XIA Tang-dai;DING Zhi;HUANG Xiao-bin;LIN Cun-gang;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Department of Civil Engineering;Zhejiang University City College;Hangzhou Hanggang Metro Co.;Ltd.;College of Civil;Construction and Environmental Engineering;Ningbo University;
ZHANG Qiong-fang;XIA Tang-dai;DING Zhi;HUANG Xiao-bin;LIN Cun-gang;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;Department of Civil Engineering;Zhejiang University City College;Hangzhou Hanggang Metro Co.;Ltd.;College of Civil;Construction and Environmental Engineering;Ningbo University;
..............page:3561-3568
Modal characteristics analysis of contact coupling mechanism between shield tunnel and soil
XIE Xiong-yao;WAN Ling;LI Hong-qiao;MOE Key Laboratory of Geotechnical and Underground Engineering;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;
XIE Xiong-yao;WAN Ling;LI Hong-qiao;MOE Key Laboratory of Geotechnical and Underground Engineering;Tongji University;Department of Geotechnical Engineering;College of Civil Engineering;Tongji University;
..............page:3569-3575
A general method for geometric morphological analysis of complex blocks using Boolean operations
YANG Shi-kou;REN Xu-hua;ZHANG Ji-xun;College of Water Conservancy and Hydropower Engineering;Hohai University;
YANG Shi-kou;REN Xu-hua;ZHANG Ji-xun;College of Water Conservancy and Hydropower Engineering;Hohai University;
..............page:3576-3582
3D finite element analyses for anisotropy of deformation and strength of a cave in a dual-pore-fracture rock masses
ZHANG Si-yuan;ZHANG Yu-jun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
ZHANG Si-yuan;ZHANG Yu-jun;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3583-3590
Modelling method of heterogeneous rock material based on level set method and hydraulic fracture propagation features
LI Ming;GUO Pei-jun;LI Xin;LIANG Li;Department of Civil Engineering;Northeastern University;Department of Civil Engineering;Mc Master University;
LI Ming;GUO Pei-jun;LI Xin;LIANG Li;Department of Civil Engineering;Northeastern University;Department of Civil Engineering;Mc Master University;
..............page:3591-3597+3607
Modelling of multiple cracks growth of gravity dam based on numerical manifold method
XU Dong-dong;YANG Yong-tao;ZHENG Hong;WU Ai-qing;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
XU Dong-dong;YANG Yong-tao;ZHENG Hong;WU Ai-qing;Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources;Yangtze River Scientific Research Institute;State Key Laboratory of Geomechanics and Geotechnical Engineering;Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;
..............page:3598-3607
Particle contact-based meshfree method and its application to slope disaster range simulation
FENG Chun;LI Shi-hai;SUN Hou-guang;LI Zhi-gang;Key Laboratory for Mechanics in Fluid Solid Coupling Systems;Institute of Mechanics;Chinese Academy of Sciences;Anshan Iron and Steel Group Anqian Mining Co.;Ltd.;
FENG Chun;LI Shi-hai;SUN Hou-guang;LI Zhi-gang;Key Laboratory for Mechanics in Fluid Solid Coupling Systems;Institute of Mechanics;Chinese Academy of Sciences;Anshan Iron and Steel Group Anqian Mining Co.;Ltd.;
..............page:3608-3617
Analysis method of karst based on single channel signal processing by ground penetrating radar
LIU Cheng-yu;YU Shi-wei;College of Environment and Resources;Fuzhou University;Engineering Research Center of Geological Engineering of Fujian Provincial Universities;Fuzhou University;
LIU Cheng-yu;YU Shi-wei;College of Environment and Resources;Fuzhou University;Engineering Research Center of Geological Engineering of Fujian Provincial Universities;Fuzhou University;
..............page:3618-3626
..............page:3626+3634+3650
Forward simulation of ground penetrating radar and its application to detection of tunnel lining diseases
LI Yao;LI Shu-cai;XU Lei;LIU Bin;LIN Chun-jin;ZHANG Feng-kai;YANG Lei;Research Center of Geotechnical and Structural Engineering;Shandong University;
LI Yao;LI Shu-cai;XU Lei;LIU Bin;LIN Chun-jin;ZHANG Feng-kai;YANG Lei;Research Center of Geotechnical and Structural Engineering;Shandong University;
..............page:3627-3634
Borehole shear test and its application to loess
YU Yong-tang;ZHENG Jian-guo;LIU Zheng-hong;ZHANG Ji-wen;College of Civil Engineering;Xi’an University of Architecture and Technology;China Jikan Research Institute of Engineering Investigation and Design Co.;Ltd.;
YU Yong-tang;ZHENG Jian-guo;LIU Zheng-hong;ZHANG Ji-wen;College of Civil Engineering;Xi’an University of Architecture and Technology;China Jikan Research Institute of Engineering Investigation and Design Co.;Ltd.;
..............page:3635-3641+3649
A method for determining optimum casting thickness of foamed mixture lightweight soil embankment
ZHU Jun-jie;LIU Xin;HONG Bao-ning;LIU Shun-qing;XU Fen-qiang;HUA Jun-hui;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Jiangsu Research Center for Geotechnical Engineering Technology;Hohai University;Institute of Tunnel;Underground and Metro Engineering;Hohai University;School of Architecture and Civil Engineering;Jiangsu University of Science and Technology;School of Architecture Engineering;Nanjing Institute of Technology;
ZHU Jun-jie;LIU Xin;HONG Bao-ning;LIU Shun-qing;XU Fen-qiang;HUA Jun-hui;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Jiangsu Research Center for Geotechnical Engineering Technology;Hohai University;Institute of Tunnel;Underground and Metro Engineering;Hohai University;School of Architecture and Civil Engineering;Jiangsu University of Science and Technology;School of Architecture Engineering;Nanjing Institute of Technology;
..............page:3642-3649