1000-4548
2013 Issue S2
..............page:479-480
..............page:486
Analysis method for internal force of foundation considering deformation effects of soft soils
TENG Yan-jing;SHI jin-long;GONG Jian-fei;WANG Shu-guang;Institute of Foundation Engineering;China Academy of Building Research;
TENG Yan-jing;SHI jin-long;GONG Jian-fei;WANG Shu-guang;Institute of Foundation Engineering;China Academy of Building Research;
..............page:487-490
Field observation of artificial recharge of confined water in first excavation case in Tianjin
ZHENG Gang;ZENG Chao-feng;LIU Chang;SHI Xiao-rui;ZONG Chao;XUE Xiu-li;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;School of Civil Engineering;Tianjin University;Shanghai Guanglian Construction Development Co.Ltd.;Mechanics Departments;Tianjin University;
ZHENG Gang;ZENG Chao-feng;LIU Chang;SHI Xiao-rui;ZONG Chao;XUE Xiu-li;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;School of Civil Engineering;Tianjin University;Shanghai Guanglian Construction Development Co.Ltd.;Mechanics Departments;Tianjin University;
..............page:491-495
Consolidation characteristics of fillings by variable coefficients finite difference method
YAN Shu-wang;JIA Zhao-lin;GUO Bing-chuan;SUN Li-qiang;School of Civil Engineering;Tianjin University;State Key Laboratory of Hydraulic Engineering Simulation and Safty;Tianjin University;
YAN Shu-wang;JIA Zhao-lin;GUO Bing-chuan;SUN Li-qiang;School of Civil Engineering;Tianjin University;State Key Laboratory of Hydraulic Engineering Simulation and Safty;Tianjin University;
..............page:496-500
Axisymmetric consolidation of multi-layered foundation with anisotropic permeability and compressible fluid due to well point sink
AI Zhi-yong;HU Ya-dong;ZENG Wen-ze;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
AI Zhi-yong;HU Ya-dong;ZENG Wen-ze;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:501-505
Seismic performance of PHC pipe piles in layered soft soils
ZHENG Gang;ZHANG Nan;BA Zhen-ning;ZHANG Tian-qi;MOE Key Laboratory of Coast Civil Structure Safety;Department of Civil Engineering;Tianjin University;
ZHENG Gang;ZHANG Nan;BA Zhen-ning;ZHANG Tian-qi;MOE Key Laboratory of Coast Civil Structure Safety;Department of Civil Engineering;Tianjin University;
..............page:506-510
Improvement effect of vacuum preloading evaluated by in-situ tests
LOU Xiao-ming;FANG Cheng-jie;ZHU Ya-juan;XU Shi-long;Department of Geotechnical Engineering;Tongji University;Shanghai Harbour Foundations Construction Group Ltd.;
LOU Xiao-ming;FANG Cheng-jie;ZHU Ya-juan;XU Shi-long;Department of Geotechnical Engineering;Tongji University;Shanghai Harbour Foundations Construction Group Ltd.;
..............page:511-514
Numerical study on performance of waterfront excavation
DING Yong-chun;CHENG Ze-kun;HANG Jian-zhong;GU Qun;CCCC Third Harbor Consultants Co.;Ltd.;
DING Yong-chun;CHENG Ze-kun;HANG Jian-zhong;GU Qun;CCCC Third Harbor Consultants Co.;Ltd.;
..............page:515-521
Secondary consolidation properties of dredger fill with over liquid limit at primary consolidation stage
SHEN Yang;LI Hai-long;FEI Zhong-qiu;LIU Han-long;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
SHEN Yang;LI Hai-long;FEI Zhong-qiu;LIU Han-long;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:522-527
Numerical simulation analysis of reclaimed port ground under container load
LAI Han-jiang;ZHENG Jun-jie;GAN Tian;ZHOU Yan-Jun;YUAN Jing-bo;School of Civil Engineering and Mechanics;Huazhong University of Science and Technology;CCCC-FHDI Engineering Co.;Ltd.;
LAI Han-jiang;ZHENG Jun-jie;GAN Tian;ZHOU Yan-Jun;YUAN Jing-bo;School of Civil Engineering and Mechanics;Huazhong University of Science and Technology;CCCC-FHDI Engineering Co.;Ltd.;
..............page:528-531
Reliability of flexible retaining structure of excavations in Shanghai soft soils
QIN Gao-feng;LI Jing-pei;LIU Shan-nan;HOU Sheng-nan;Department of Geotechnical Engineering;Tongji University;Shanghai Xian Dai Architectural Design Co.;Ltd.;
QIN Gao-feng;LI Jing-pei;LIU Shan-nan;HOU Sheng-nan;Department of Geotechnical Engineering;Tongji University;Shanghai Xian Dai Architectural Design Co.;Ltd.;
..............page:532-536
Influence of soil disturbance on metro tunnel in soft clay due to excavation of deep foundation pit
HU Qi;XU Si-fa;CHEN Ren-peng;RAN Long;College of Civil Engineering and Architecture;Zhejiang University of Technology;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang university;Hangzhou Metro Group;Co.;Ltd.;
HU Qi;XU Si-fa;CHEN Ren-peng;RAN Long;College of Civil Engineering and Architecture;Zhejiang University of Technology;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang university;Hangzhou Metro Group;Co.;Ltd.;
..............page:537-541
Basal-heave analysis of a braced excavation considering spatial variability of soft ground
TANG Yu-geng;KUNG Gordon Tung-chin;Department of Architecture Hwa Hsia Institute of Technology;Sustainable Environment Research Laboratories;Cheng Kung University;
TANG Yu-geng;KUNG Gordon Tung-chin;Department of Architecture Hwa Hsia Institute of Technology;Sustainable Environment Research Laboratories;Cheng Kung University;
..............page:542-545
Structural transformation and analysis of periodic motion of frog-hammer for soft ground treatment
CAO Ming;School of Information and Engineering;Shanghai Open University;
CAO Ming;School of Information and Engineering;Shanghai Open University;
..............page:546-549
Deformation of asymmetric foundation pit caused by staged dewatering and excavation
ZHENG Gang;ZONG Chao;ZENG Chao-feng;DIAO Yu;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;School of Civil Engineering;Tianjin University;
ZHENG Gang;ZONG Chao;ZENG Chao-feng;DIAO Yu;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;School of Civil Engineering;Tianjin University;
..............page:550-554
Design and application of synchronous construction of two neighboring deep excavations
CHEN Ping;WANG Wei-dong;DING Jian-feng;Department of Underground Structure&Geotechnical Engineering;East China Architectural Design&Research Institute Co.;Ltd.;Shanghai Bund International Financial Center Co.;Ltd.;
CHEN Ping;WANG Wei-dong;DING Jian-feng;Department of Underground Structure&Geotechnical Engineering;East China Architectural Design&Research Institute Co.;Ltd.;Shanghai Bund International Financial Center Co.;Ltd.;
..............page:555-558
Failure modes of surrounding rock of deep-buried large-section loess tunnel
LIANG Xiao-yong;HU Shi-min;ZHANG Chun-hui;School of Civil Engineering;Heibei Univesity of Science and Technology;Beijing Urban Engineering Design and Research Institute Co.;Ltd.;Tunnel and Underground Engineering Research Center of Ministry of Education;Beijing Jiaotong University;
LIANG Xiao-yong;HU Shi-min;ZHANG Chun-hui;School of Civil Engineering;Heibei Univesity of Science and Technology;Beijing Urban Engineering Design and Research Institute Co.;Ltd.;Tunnel and Underground Engineering Research Center of Ministry of Education;Beijing Jiaotong University;
..............page:559-563
Experimental study on bearing behaviors of composite foundation with CFG piles with caps under flexible loads
HUANG Sheng-gen;Faculty of Engineering;China University of Geosciences;
HUANG Sheng-gen;Faculty of Engineering;China University of Geosciences;
..............page:564-568
Determination of confined compression modulus of soft clay using piezocone penetration tests
TONG Li-yuan;TU Qi-zhu;DU Guang-yin;CAI Guo-jun;Institution of Geotechnical Engineering;Southeast University;China Railway Siyuan Survey and Design Group Co.;Ltd.;
TONG Li-yuan;TU Qi-zhu;DU Guang-yin;CAI Guo-jun;Institution of Geotechnical Engineering;Southeast University;China Railway Siyuan Survey and Design Group Co.;Ltd.;
..............page:569-572
Influence of excavation passive zone reinforcement on bracings
MA Hai-long;Institute of Geotechnical Engineering;Zhejiang Sci-Tech University;
MA Hai-long;Institute of Geotechnical Engineering;Zhejiang Sci-Tech University;
..............page:573-578
Comparative studies on treatment effects of new methods for dredger fill foundation
HAO Zhi-chao;SHEN Yu-peng;ZHANG Yao-yu;School of Civil Engineering;Beijing Jiaotong University;Key Laboratory of Track Engineering;China Communications Construction Company Highway Consultants Co.;Ltd.;
HAO Zhi-chao;SHEN Yu-peng;ZHANG Yao-yu;School of Civil Engineering;Beijing Jiaotong University;Key Laboratory of Track Engineering;China Communications Construction Company Highway Consultants Co.;Ltd.;
..............page:579-583
Dialectical thinking on treatment technology for large-area soft foundation
XI Ning-zhong;YU Hai-cheng;Institute of Foundation Engineering;China Academy of Building Research;State Key Laboratory of Building Safety and Environment;China Academy of Building Research;
XI Ning-zhong;YU Hai-cheng;Institute of Foundation Engineering;China Academy of Building Research;State Key Laboratory of Building Safety and Environment;China Academy of Building Research;
..............page:584-587
Influence of construction of test pool on adjacent piles
JIANG Jie;GU Qian-yan;QU Ge;ZHU Yan;China Shipbuilding NDRI Engineering Co.;Ltd.;
JIANG Jie;GU Qian-yan;QU Ge;ZHU Yan;China Shipbuilding NDRI Engineering Co.;Ltd.;
..............page:588-591
A method for calculating composite foundation bearing capacity by results of load tests on piles and soils
FU Wen-guang;China JingYe Engineering Corporation Limited Company;
FU Wen-guang;China JingYe Engineering Corporation Limited Company;
..............page:592-595
Applicability of Davidenkov model for soft soils in sea areas
RONG Mian-shui;LI Hong-guang;LI Xiao-jun;Lü Yue-jun;PENG Yan-ju;XIU Li-wei;Institute of Crustal Dynamics;China Earthquake Administration;Institute of Geophysics;China Earthquake Administration;National Earthquake Response Support Service;
RONG Mian-shui;LI Hong-guang;LI Xiao-jun;Lü Yue-jun;PENG Yan-ju;XIU Li-wei;Institute of Crustal Dynamics;China Earthquake Administration;Institute of Geophysics;China Earthquake Administration;National Earthquake Response Support Service;
..............page:596-600
Evaluation of two-dimensional equivalent method for finite element analysis of consolidation by vertical drains
DENG Yue-bao;LIU Gan-bin;TAO Hai-bin;XIE Kang-he;Institute of Geotechnical Engineering;Ningbo University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
DENG Yue-bao;LIU Gan-bin;TAO Hai-bin;XIE Kang-he;Institute of Geotechnical Engineering;Ningbo University;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
..............page:601-606
Coefficient of horizontal sub-grade reaction considering rheological properties of soft soils in Wuxi region
WANG Chun-Bo;DING Wen-qi;TIAN Jiao;TANG Zhi-cheng;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;School of Civil Engineering&Architecture;Wuhan University;
WANG Chun-Bo;DING Wen-qi;TIAN Jiao;TANG Zhi-cheng;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;School of Civil Engineering&Architecture;Wuhan University;
..............page:607-611
Vibro-replacement stone column tests and parameter controls of underwater super soft soil foundation
HAN Ran-ran;XU Man-yi;QIAO Xiao-li;WANG Hai-peng;GUO Wei;Tianjin Research Institute for Water Transport Engineering;Dalian Hengji Geotechnical Engineering Limited Liability Company;Shanghai Harbor Quality Control&Testing Co.;Ltd.;
HAN Ran-ran;XU Man-yi;QIAO Xiao-li;WANG Hai-peng;GUO Wei;Tianjin Research Institute for Water Transport Engineering;Dalian Hengji Geotechnical Engineering Limited Liability Company;Shanghai Harbor Quality Control&Testing Co.;Ltd.;
..............page:612-616
Strengthening method and stability analysis for tunnel base in debris flow accumulation body
ZHU Zheng-guo;ZHU Yong-quan;WU Guang-ming;ZHANG Bin;YU Jian-tao;WANG Jin-tao;School of Civil Engineering;Shijiazhuang Tiedao University;CCCC Second Highway Engineering Co.;Ltd.;
ZHU Zheng-guo;ZHU Yong-quan;WU Guang-ming;ZHANG Bin;YU Jian-tao;WANG Jin-tao;School of Civil Engineering;Shijiazhuang Tiedao University;CCCC Second Highway Engineering Co.;Ltd.;
..............page:617-621
3D numerical analysis of immersed tunnels based on stratum-structure method
DING Wen-qi;ZHU Ling;PENG Yi-cheng;HU Jin-ping;CHEN Yue;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;CCCC Highway Consultants Co.;Ltd.;Hong Kong-Zhuhai-Macao Bridge Authority;
DING Wen-qi;ZHU Ling;PENG Yi-cheng;HU Jin-ping;CHEN Yue;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;CCCC Highway Consultants Co.;Ltd.;Hong Kong-Zhuhai-Macao Bridge Authority;
..............page:622-626
Settlement of pile groups based on static load tests on single pile
MAO Yan-bing;DAI Guo-liang;GONG Wei-ming;School of Civil Engineering;Southeast University;Key Laboratory for RC and PC Structures of Ministry of Education;
MAO Yan-bing;DAI Guo-liang;GONG Wei-ming;School of Civil Engineering;Southeast University;Key Laboratory for RC and PC Structures of Ministry of Education;
..............page:627-631
Micromechanism of cement-sodium silicate-stabilized soft soils
JIAN Wen-bin;ZHANG Deng;HUANG Chun-xiang;Institute of Geotechnical and Geological Engineering;Fuzhou University;Department of Resources and Urban-Rural Development;Fuzhou University;
JIAN Wen-bin;ZHANG Deng;HUANG Chun-xiang;Institute of Geotechnical and Geological Engineering;Fuzhou University;Department of Resources and Urban-Rural Development;Fuzhou University;
..............page:632-637
Improved solution for predicting settlement of tubular-pile composite ground
LIU Hong-kai;WU Cheng-jie;YU Feng;XIA Tang-dai;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;China Liaohe Petroleum Engineering Co.;Ltd.;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
LIU Hong-kai;WU Cheng-jie;YU Feng;XIA Tang-dai;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;China Liaohe Petroleum Engineering Co.;Ltd.;School of Civil Engineering and Architecture;Zhejiang Sci-Tech University;
..............page:638-642
Numerical analysis of effect of large-scale unloading on underlying shield tunnels
LI Ying;CHEN Jin-you;HUANG Xi-gang;YUAN Jing;LIU Xing-wang;Zhejiang Province Architectural Design and Research Institute;Hangzhou New East Town Construction and Investment Co.;Ltd.;
LI Ying;CHEN Jin-you;HUANG Xi-gang;YUAN Jing;LIU Xing-wang;Zhejiang Province Architectural Design and Research Institute;Hangzhou New East Town Construction and Investment Co.;Ltd.;
..............page:643-646
Variation of stress state of foundation soils induced by running subway
DING Zhi;GE Guo-bao;WEI Xin-jiang;JIANG Ji-qing;Department of Civil Engineering;Zhejiang University City College;Zhejiang Natural Gas Exploration Co.;Ltd.;
DING Zhi;GE Guo-bao;WEI Xin-jiang;JIANG Ji-qing;Department of Civil Engineering;Zhejiang University City College;Zhejiang Natural Gas Exploration Co.;Ltd.;
..............page:647-651
Control of differential settlement of road widening of expressways on soft soil foundation
WU Yue-dong;ZHANG Chao;ZHONG Guang-qiang;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
WU Yue-dong;ZHANG Chao;ZHONG Guang-qiang;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;Hohai University;Geotechnical Research Institute;Hohai University;
..............page:652-655
Mechanical characteristics and isolation effects of isolated piles due to side loading
ZHU Ming-xing;YU Ru-kang;GONG Wei-ming;School of Civil Engineering;Southeast University;Internal Trade Engineering Design&Resaech Institute;Key of Laboratory for RC and PRC Structure of Education Ministry;Southeast University;
ZHU Ming-xing;YU Ru-kang;GONG Wei-ming;School of Civil Engineering;Southeast University;Internal Trade Engineering Design&Resaech Institute;Key of Laboratory for RC and PRC Structure of Education Ministry;Southeast University;
..............page:656-661
Ettringite formation in lime and cement-stabilized clay
LI Chen;ZHANG Zheng-fu;LIU Song-yu;CHENG Liang;Institute of Geotechnical Engineering;Southeast University;
LI Chen;ZHANG Zheng-fu;LIU Song-yu;CHENG Liang;Institute of Geotechnical Engineering;Southeast University;
..............page:662-665
Effects of inherent and induced anisotropies on strength and deformation characteristics of soft clay
ZHOU Jian;LIU Zheng-yi;YAN Jia-jia;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
ZHOU Jian;LIU Zheng-yi;YAN Jia-jia;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;
..............page:666-670
Features and properties of peaty soil in Caohai section of Anning-Sonming line
LIU Wei;ZHAO Fu-yu;YANG Wen-hui;CHEN Xiao-feng;Kunming Survey;Design and Research Institute Co.;LTD of CREEC;
LIU Wei;ZHAO Fu-yu;YANG Wen-hui;CHEN Xiao-feng;Kunming Survey;Design and Research Institute Co.;LTD of CREEC;
..............page:671-674
Experimental study on stiffness change of saturated soft clay with different degrees of consolidation under cyclic loading
WEI Xin-jiang;ZHANG Tao;DING Zhi;JIANG Ji-qing;ZHANG Shan-shan;College of Civil Engineering and Architecture;Zhejiang University;Department of Civil Engineering;Zhejiang University City College;
WEI Xin-jiang;ZHANG Tao;DING Zhi;JIANG Ji-qing;ZHANG Shan-shan;College of Civil Engineering and Architecture;Zhejiang University;Department of Civil Engineering;Zhejiang University City College;
..............page:675-679
Model tests on composite foundation with group sand piles
ZHU Xiao-jun;GONG Wei-ming;ZHAO Xue-liang;College of Civil Engineering;Southeast University;
ZHU Xiao-jun;GONG Wei-ming;ZHAO Xue-liang;College of Civil Engineering;Southeast University;
..............page:680-683
Analysis and test method for groundwater level by vacuum preloading
GAO Zhi-yi;HOU Jin-fang;LIANG Ai-hua;CCCC Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Port Geotechnical Engineering of the Ministry of Communication;Key Laboratory of Port Geotechnical Engineering of Tianjin;
GAO Zhi-yi;HOU Jin-fang;LIANG Ai-hua;CCCC Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Port Geotechnical Engineering of the Ministry of Communication;Key Laboratory of Port Geotechnical Engineering of Tianjin;
..............page:684-688
Consolidation settlement of soft clay ground with steel cofferdam structure
HOU Jing-fang;YU Zhi-fa;LI Ming-ying;KOU Xiao-qiang;CCCC Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Port Geotechnical Engineering of the Ministry of Communication;Key Laboratory of Port Geotechnical Engineering of Tianjin;
HOU Jing-fang;YU Zhi-fa;LI Ming-ying;KOU Xiao-qiang;CCCC Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Port Geotechnical Engineering of the Ministry of Communication;Key Laboratory of Port Geotechnical Engineering of Tianjin;
..............page:689-692
Application of earth pressure calculation method considering displacement in excavation engineering
YAO Guo-sheng;Shanghai Institute of Architectural Design&Research Co.Ltd.;Xian Dai Architectural Design Group;
YAO Guo-sheng;Shanghai Institute of Architectural Design&Research Co.Ltd.;Xian Dai Architectural Design Group;
..............page:693-696
Optimization design of retaining structures for high filling projects close to buildings on soft soils
LIANG yong-hui;Shanghai Shen Yuan Geotechnical Engineering Co.;Ltd.;
LIANG yong-hui;Shanghai Shen Yuan Geotechnical Engineering Co.;Ltd.;
..............page:697-701
Application and analysis of vacuum preloading tests on engineering site formation of Shanghai Disneyland Park
LIANG Zhi-rong;LI Zhong-cheng;WEI Xiang;Shanghai Shenyuan Geotechnical Engineering Co.;Ltd.;
LIANG Zhi-rong;LI Zhong-cheng;WEI Xiang;Shanghai Shenyuan Geotechnical Engineering Co.;Ltd.;
..............page:702-706
Basal heave stability analysis for excavations in deep soft clays
TONG Lei;LIU Xing-wang;YUAN Jing;LI Bing-he;CHEN Dong;Zhejiang Province Institute of Architectural Design and Research;
TONG Lei;LIU Xing-wang;YUAN Jing;LI Bing-he;CHEN Dong;Zhejiang Province Institute of Architectural Design and Research;
..............page:707-711
Vacuum preloading technology for ultra soft soils with footed-in filter tubes and its field tests
LIANG Ai-hua;LIU Jian-jun;LI Ming-ying;LI Wei;CCCC Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Port Geotechnical Engineering of the Ministry of Communication;Key Laboratory of Port Geotechnical Engineering of Tianjin;Offshore Oil Engineering Co.;Ltd.;
LIANG Ai-hua;LIU Jian-jun;LI Ming-ying;LI Wei;CCCC Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Port Geotechnical Engineering of the Ministry of Communication;Key Laboratory of Port Geotechnical Engineering of Tianjin;Offshore Oil Engineering Co.;Ltd.;
..............page:712-716
Uncoupled analytical layer-element for 3D transversely isotropic multilayered foundation
AI Zhi-yong;HU Ya-dong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
AI Zhi-yong;HU Ya-dong;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:717-720
Applicability of m-method for horizontal bearing capacity of single pile in Shanghai area
LIU Shan-nan;HOU Sheng-nan;CAI Zhong-xiang;Shanghai Xian Dai Architectural Design Co.;Ltd.;Shanghai Engineering Research Center of Existing Building Function Enhancement;
LIU Shan-nan;HOU Sheng-nan;CAI Zhong-xiang;Shanghai Xian Dai Architectural Design Co.;Ltd.;Shanghai Engineering Research Center of Existing Building Function Enhancement;
..............page:721-724
Influence factor analysis of cement mixing pile method in treating vehicle bumping at bridge head in soft soil foundation
LI Ran;LIU Run;XU Yu;LIN Min-bo;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Tianjin Architecture Design Institute;
LI Ran;LIU Run;XU Yu;LIN Min-bo;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Tianjin Architecture Design Institute;
..............page:725-729
Experimental study on horizontal bearing capacity of reinforced cement-soil piles
YAN Chao;LIU Song-yu;DENG Yong-feng;GONG Neng-he;Institute of Geotechnical Engineering;Southeast University;Nanjing Luding Special Deep Mixing Technology Co.;Ltd.;
YAN Chao;LIU Song-yu;DENG Yong-feng;GONG Neng-he;Institute of Geotechnical Engineering;Southeast University;Nanjing Luding Special Deep Mixing Technology Co.;Ltd.;
..............page:730-734
Numerical analysis of bearing behaviors of uplift piles during pit excavation
LIN Min-bo;LIU Run;XU Yu;LI Ran;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Tianjin Architecture Design Institute;
LIN Min-bo;LIU Run;XU Yu;LI Ran;State Key Laboratory of Hydraulic Engineering Simulation and Safety;Tianjin University;Tianjin Architecture Design Institute;
..............page:735-739
Lateral bearing capacity of pile foundation due to shallow tunneling
SHANG Hou-sheng;ZHANG Hao;LIANG Fa-yun;School of Mechanics and Civil Engineering;China University of Mining and Technology;Department of Geotechnical Engineering;Tongji University;
SHANG Hou-sheng;ZHANG Hao;LIANG Fa-yun;School of Mechanics and Civil Engineering;China University of Mining and Technology;Department of Geotechnical Engineering;Tongji University;
..............page:740-743
Influence of vacuum preloading of soft soil foundation on deformation of surrounding environment
LIANG Zhi-rong;LI Zhong-cheng;WENG Xin-rong;Shanghai Shenyuan Geotechnical Engineering Co.;Ltd.;
LIANG Zhi-rong;LI Zhong-cheng;WENG Xin-rong;Shanghai Shenyuan Geotechnical Engineering Co.;Ltd.;
..............page:744-748
Application of riprap back pressure method in a soft soil slope
CHEN Fu-qiang;YANG Guang-hua;LIU Hui-kang;ZHANG Yu-cheng;JIANG Yan;Guangdong Research Institute of Water Resources and Hydropower;The Geotechnical Engineering Technology Center of Guangdong Province;The Emergency Technology Research Center of Guangdong Province for Public Events;Department of Civil Engineering;South China University of Technology;
CHEN Fu-qiang;YANG Guang-hua;LIU Hui-kang;ZHANG Yu-cheng;JIANG Yan;Guangdong Research Institute of Water Resources and Hydropower;The Geotechnical Engineering Technology Center of Guangdong Province;The Emergency Technology Research Center of Guangdong Province for Public Events;Department of Civil Engineering;South China University of Technology;
..............page:749-752
Numerical simulation of disturbance characteristics and post-construction settlement caused by shield excavation in soft clay
ZHANG Yu-ting;KOU Xiao-qiang;ZUO Dian-jun;QIAO Xiao-li;Tianjin Research Institute for Water Transport Engineering;M.O.T.;Geotechnical Research Institute;Hohai University;CCCC-Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Geotechnical Engineering of Tianjin;
ZHANG Yu-ting;KOU Xiao-qiang;ZUO Dian-jun;QIAO Xiao-li;Tianjin Research Institute for Water Transport Engineering;M.O.T.;Geotechnical Research Institute;Hohai University;CCCC-Tianjin Port Engineering Institute Co.;Ltd.;Key Laboratory of Geotechnical Engineering of Tianjin;
..............page:753-757
Design of foundation treatment project of outdoor venues of China Expro
TAN Yong-wei;WU Jiang-bin;CHEN Chang;Department of Underground Structure&Geotechnical Engineering;East China Architecture Design&Research Institute Co.;Ltd.;
TAN Yong-wei;WU Jiang-bin;CHEN Chang;Department of Underground Structure&Geotechnical Engineering;East China Architecture Design&Research Institute Co.;Ltd.;
..............page:758-762
Analytical solution to spatial axisymmetric problem of axially loaded hollow concrete filled steel tubular pile member
WANG Huai-zhong;Baosteel-Tiemeng Structural Engineering Institute;Baoshan Iron&Steel Co.;Ltd.;
WANG Huai-zhong;Baosteel-Tiemeng Structural Engineering Institute;Baoshan Iron&Steel Co.;Ltd.;
..............page:763-767
Dynamic response and permanent displacement of high-steep slopes under near-and far-field earthquakes
HUANG Shuai;SONG Bo;CAI De-gou;YE Yang-sheng;School of Civil and Environment Engineering;Beijing University of Science and Technology;Railway Engineering Research Institute;China Academy of Rails Science;State Key Lab of Track Technology of High-speed Railway;China Academy of Rails Science;
HUANG Shuai;SONG Bo;CAI De-gou;YE Yang-sheng;School of Civil and Environment Engineering;Beijing University of Science and Technology;Railway Engineering Research Institute;China Academy of Rails Science;State Key Lab of Track Technology of High-speed Railway;China Academy of Rails Science;
..............page:768-773
Confined compression features and mathematical modeling of artificially structured soils with initial stress-induced anisotropy
NIE Qing;WEI Wei;LUO Kai-tai;LIU En-long;College of Water Resources and Hydropower;Sichuan University;
NIE Qing;WEI Wei;LUO Kai-tai;LIU En-long;College of Water Resources and Hydropower;Sichuan University;
..............page:774-778
Numerical simulation of influence of non-uniform scour depth on modes of simply supported bridge
WANG Yu;JIA Cheng-yue;LIANG Fa-yun;YAO Xiao-qing;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
WANG Yu;JIA Cheng-yue;LIANG Fa-yun;YAO Xiao-qing;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
..............page:779-782
Influence factors for critical height of soil-nailing foundation pits
ZHANG Wen-long;Shanghai Shenyuan Geotechnical Co.;Ltd.;
ZHANG Wen-long;Shanghai Shenyuan Geotechnical Co.;Ltd.;
..............page:783-787
Permanent settlement of subgrade of saturated soft soils
HU An-feng;ZHANG Xiao-dong;JIA Yu-shuai;LI Liang;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;
HU An-feng;ZHANG Xiao-dong;JIA Yu-shuai;LI Liang;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;
..............page:788-792
Modified constitutive Cam-clay model
LIU Peng;DING Wen-qi;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
LIU Peng;DING Wen-qi;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:793-797
Deformation of soft soils under constant stress ration consolidation with K0
MO Wei-hong;CHEN Xiao-ping;LUO Qing-zi;College of Science and Engineering;Jinan University;Key Laboratory of Disaster Forecast and Control in Engineering;Jinan University;
MO Wei-hong;CHEN Xiao-ping;LUO Qing-zi;College of Science and Engineering;Jinan University;Key Laboratory of Disaster Forecast and Control in Engineering;Jinan University;
..............page:798-803
Janbu tangent modulus method for settlement and determination of parameters
XU Guo-ping;FU Bai-yang;ZHANG Zhi-gang;CHEN Hu-cheng;CCCC Highway Consultants Co.;Ltd.;CCCC Highway Bridge National Engineering Research Center Ltd.;
XU Guo-ping;FU Bai-yang;ZHANG Zhi-gang;CHEN Hu-cheng;CCCC Highway Consultants Co.;Ltd.;CCCC Highway Bridge National Engineering Research Center Ltd.;
..............page:804-808
Influence of pile construction and excavation on adjacent buildings
XU Chang-jie;JIN Biao;SUN Feng-ming;CHEN Qi-zhi;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Hangzhou Construction Engineering Quality Supervision Station;
XU Chang-jie;JIN Biao;SUN Feng-ming;CHEN Qi-zhi;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Hangzhou Construction Engineering Quality Supervision Station;
..............page:809-813
Application of TRD method in non-in-situ tests on 56.73m-wall of Shanghai International Financial Center
WU Guo-ming;ZHANG Zhao-xiong;XIE Zhao-liang;Shanghai Guangda Foundition Engineering Co.;Ltd.;
WU Guo-ming;ZHANG Zhao-xiong;XIE Zhao-liang;Shanghai Guangda Foundition Engineering Co.;Ltd.;
..............page:814-818
Finite element method analysis of bottom upheaval of deep foundation pits in soft-clay ground due to excavation
CAO Li-qiao;China Railway Siyuan Survey and Design Group Co.;Ltd.;
CAO Li-qiao;China Railway Siyuan Survey and Design Group Co.;Ltd.;
..............page:819-824
Experimental research on characteristics of stress path for soft soils
WENG Xin-rong;Shanghai Shenyuan Geotecnique Co.;Ltd.;
WENG Xin-rong;Shanghai Shenyuan Geotecnique Co.;Ltd.;
..............page:825-828
Utilization of GGBS in stabilization of soft soils and its mechanism
YI Yao-lin;QING Xue-wen;ZHUANG Yan;LIU Song-yu;DU Guang-yin;School of Transportation;Southeast University;
YI Yao-lin;QING Xue-wen;ZHUANG Yan;LIU Song-yu;DU Guang-yin;School of Transportation;Southeast University;
..............page:829-833
Rheological effects of deep foundation pits near metro tunnels
FU Yan-bin;YANG Zhi-yin;College of Civil Engineering;Shenzhen University;Key Laboratory of Geotechnical and Underground Engineering of Education Ministry of Tongji University;Jingye Engineering Corporation Limited Company;
FU Yan-bin;YANG Zhi-yin;College of Civil Engineering;Shenzhen University;Key Laboratory of Geotechnical and Underground Engineering of Education Ministry of Tongji University;Jingye Engineering Corporation Limited Company;
..............page:834-838
Reflection of SV waves at interface of saturated porous thermo-elastic media
ZHENG Rong-yue;LIU Gan-bin;DENG Yue-bao;TAO hai-bing;College of Civil;Construction and Environmental Engineering;Ningbo University;Institution of Geotechnical Engineering;Zhejiang University;
ZHENG Rong-yue;LIU Gan-bin;DENG Yue-bao;TAO hai-bing;College of Civil;Construction and Environmental Engineering;Ningbo University;Institution of Geotechnical Engineering;Zhejiang University;
..............page:839-843
Indices of anti-liquefaction treatment of saturated compacted loess foundation based on theory of density control
WANG Qian;WANG Lan-min;WANG Jun;GAO Zhong-nan;Key Laboratory of Loess Earthquake Engineering;CEA;Lanzhou Institute of Seismology;CEA;
WANG Qian;WANG Lan-min;WANG Jun;GAO Zhong-nan;Key Laboratory of Loess Earthquake Engineering;CEA;Lanzhou Institute of Seismology;CEA;
..............page:844-847
Measured deformation of dredger fill during slurry shield tunneling
LIANG Hao;CHENG Chi-hao;LIAO Shao-ming;LIU Jing;Shanghai electric power design institude Co.;Ltd.;Tongji University;Tianjin Urban Construction Design Institute;
LIANG Hao;CHENG Chi-hao;LIAO Shao-ming;LIU Jing;Shanghai electric power design institude Co.;Ltd.;Tongji University;Tianjin Urban Construction Design Institute;
..............page:848-852
Polynomial Landweber iterative method for solving Poisson model parameters in soft subgrade settlement
TANG Li-min;Key Laboratory of Road Structure&Material of Ministry of Communications;Changsha University of Science&Technology;
TANG Li-min;Key Laboratory of Road Structure&Material of Ministry of Communications;Changsha University of Science&Technology;
..............page:853-856
Laboratory tests on influences of skin degradation on bearing properties of piles
SHANG Jin-rui;YANG Jun-jie;DONG Meng-rong;SONG Wen-feng;College of Environmental Science and Engineering;Ocean University of China;Key Laboratory of Marine Environment and Ecology;Ministry of Education;Rizhao Port Group Lanshan Harbour Co.;Ltd.;College of Geological Science and Engineering;Shandong University of Science and Technology;
SHANG Jin-rui;YANG Jun-jie;DONG Meng-rong;SONG Wen-feng;College of Environmental Science and Engineering;Ocean University of China;Key Laboratory of Marine Environment and Ecology;Ministry of Education;Rizhao Port Group Lanshan Harbour Co.;Ltd.;College of Geological Science and Engineering;Shandong University of Science and Technology;
..............page:857-861
Stability of sandy soil slope under the coupling of earthquake and groundwater
SONG Bo;HUANG Shuai;CAI De-gou;YE Yang-sheng;School of Civil and Environment Engineering;University of Science and Technology Beijing;Railway Engineering Research Institute;China Academy of Rails Science;State Key Lab of Track Technology of High-speed Railway;China Academy of Rails Science;
SONG Bo;HUANG Shuai;CAI De-gou;YE Yang-sheng;School of Civil and Environment Engineering;University of Science and Technology Beijing;Railway Engineering Research Institute;China Academy of Rails Science;State Key Lab of Track Technology of High-speed Railway;China Academy of Rails Science;
..............page:862-868
Vibration tests on crossing-river tunnel under tidal bore
CAI Zhong-xiang;HUANG Mao-song;JIAO Qi-zhu;Shanghai Xian Dai Architectural Design Co.;Ltd.;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;China Railway Siyuan Survey And Design Group Co.;Ltd.;
CAI Zhong-xiang;HUANG Mao-song;JIAO Qi-zhu;Shanghai Xian Dai Architectural Design Co.;Ltd.;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;China Railway Siyuan Survey And Design Group Co.;Ltd.;
..............page:869-873
Deformation characteristics of RST lightweight soils under dynamic loads
KONG De-sen;CHEN Wen-jie;JIA Teng;WANG Xiao-min;College of Civil Engineering and Architecture;Shandong University of Science and Technology;Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;Shandong University of Science and Technology;
KONG De-sen;CHEN Wen-jie;JIA Teng;WANG Xiao-min;College of Civil Engineering and Architecture;Shandong University of Science and Technology;Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;Shandong University of Science and Technology;
..............page:874-878
Application dynamic compaction replacement technology in reinforcing stone subgrade of high-speed railway
MA Ming-lei;WANG Gui-ling;WANG Yong-hong;WANG Wen-tao;SONG He-cai;DU Zuo-long;Technology Center;China Construction Eighth Engineering Division;Harbin Institute of Technology;
MA Ming-lei;WANG Gui-ling;WANG Yong-hong;WANG Wen-tao;SONG He-cai;DU Zuo-long;Technology Center;China Construction Eighth Engineering Division;Harbin Institute of Technology;
..............page:879-883
Influences of vehicle loads on retaining structure of excavations
XU Chang-jie;CHEN Jin-you;GUO Lu-jun;XU Yuan-lei;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Hangzhou East New City Construction Investment Co.;Ltd.;Hangzhou CBD Construction Development Co.;Ltd.;
XU Chang-jie;CHEN Jin-you;GUO Lu-jun;XU Yuan-lei;Research Center of Coastal and Urban Geotechnical Engineering;Zhejiang University;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering;Zhejiang University;Hangzhou East New City Construction Investment Co.;Ltd.;Hangzhou CBD Construction Development Co.;Ltd.;
..............page:884-887
Design method for bracing of asymmetric cylindrical foundation pits
LI Yun;GU Kai-yun;LIN Jing;China Shipbuilding NDRI Engineering Co.;Ltd.;
LI Yun;GU Kai-yun;LIN Jing;China Shipbuilding NDRI Engineering Co.;Ltd.;
..............page:888-891
Numerical analysis of oversized deep soft foundation improved by plastic drainge plates combined with surcharge preloading
ZHANG Jia-feng;QIAN Jian-gu;ZHANG He-qing;HAN Li-ming;CAO Jie;LI Jun-shi;Department of Geotechnical Engineering;Tongji University;China Airport Construction Corporation of CAAC;Shanghai CAAC New Era Airport Design&Research Institute Co.;Ltd.;The Engineering Research Base of China Airport Construction Corporation of CAAC;
ZHANG Jia-feng;QIAN Jian-gu;ZHANG He-qing;HAN Li-ming;CAO Jie;LI Jun-shi;Department of Geotechnical Engineering;Tongji University;China Airport Construction Corporation of CAAC;Shanghai CAAC New Era Airport Design&Research Institute Co.;Ltd.;The Engineering Research Base of China Airport Construction Corporation of CAAC;
..............page:892-896
Principle and optimal design of smoke extraction system of shield tunnel
HE Shu-zhuang;LIU Guang-shui;WU Shi-ming;Insigma Construction Investment Co.;Ltd.;
HE Shu-zhuang;LIU Guang-shui;WU Shi-ming;Insigma Construction Investment Co.;Ltd.;
..............page:897-901
Reliability calibration analysis of stability of cement soil-treated gravity retaining wall in Shanghai area
YANG Kai-biao;LIANG Fa-yun;LI Jing-pei;HOU Sheng-nan;SUN Li-si;Department of Geotechnical Engineering;Tongji University;Shanghai Xian Dai Architectural Design Co.;Ltd.;Shanghai Shenyuan Geotechnical Engineering Co.;Ltd.;
YANG Kai-biao;LIANG Fa-yun;LI Jing-pei;HOU Sheng-nan;SUN Li-si;Department of Geotechnical Engineering;Tongji University;Shanghai Xian Dai Architectural Design Co.;Ltd.;Shanghai Shenyuan Geotechnical Engineering Co.;Ltd.;
..............page:902-905
Application of upper bound method for basal stability analysis in practice
QIN Hui-lai;HUANG Mao-song;Key Laboratory of Road Structure and Material of Ministry of Transport;Research Institute of Highway Ministry of Transport;Technical Center;China State Construction Engineering Corporation;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
QIN Hui-lai;HUANG Mao-song;Key Laboratory of Road Structure and Material of Ministry of Transport;Research Institute of Highway Ministry of Transport;Technical Center;China State Construction Engineering Corporation;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:906-909
Equivalent finite element method for long-term settlement of subgrade induced by traffic load
MA Xiao;QIAN Jian-gu;HAN Li-ming;CAO Jie;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;The Engineering Research Base of China Airport Construction Corporation of CAAC;
MA Xiao;QIAN Jian-gu;HAN Li-ming;CAO Jie;HUANG Mao-song;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;The Engineering Research Base of China Airport Construction Corporation of CAAC;
..............page:910-913
Eliminating liquefaction of deep subsoil by high vacuum densification method combined with deep well dewatering
SUN Guo-liang;PU Xiao-fang;LOU Xiao-ming;WANG Wen-bin;Tangshan Caofeidian Construction Bureau;Shanghai Harbour Foundations Construction Group Ltd.;
SUN Guo-liang;PU Xiao-fang;LOU Xiao-ming;WANG Wen-bin;Tangshan Caofeidian Construction Bureau;Shanghai Harbour Foundations Construction Group Ltd.;
..............page:914-918
Parametric analysis of failure modes and stability of muti-level retaining structure in deep excavations
REN Wang-dong;ZHANG Tong-xing;ZHANG Da-ming;LI Yuan-lin;ZHANG Ning;SUN Yan-sheng;ZHENG Gang;China Railway Real Estate Group Co.;Ltd.;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;
REN Wang-dong;ZHANG Tong-xing;ZHANG Da-ming;LI Yuan-lin;ZHANG Ning;SUN Yan-sheng;ZHENG Gang;China Railway Real Estate Group Co.;Ltd.;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;
..............page:919-922
Influence of construction and operation of pile foundation of overpass on existing tunnels
LU Ping;ZHENG Gang;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;School of Civil Engineering;Tianjin University;
LU Ping;ZHENG Gang;Key Laboratory of Coast Civil Structure Safety;Ministry of Education;School of Civil Engineering;Tianjin University;
..............page:923-927
Computational methods for uplift capacity of belled piles
ZHAO Cheng;HUANG Lei;ZHAO Chun-feng;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
ZHAO Cheng;HUANG Lei;ZHAO Chun-feng;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
..............page:928-931
Principle and design method of CMC hydrostatic pressure relief technology
LI Ming-shu;LI Jin-jun;LIU Wei-yang;Shanghai Yuan Enterprise Management Consulting Co.;Ltd.;Shanghai Xiandai Architectural Design Co.;Ltd.;
LI Ming-shu;LI Jin-jun;LIU Wei-yang;Shanghai Yuan Enterprise Management Consulting Co.;Ltd.;Shanghai Xiandai Architectural Design Co.;Ltd.;
..............page:932-935
Settlement control of Qiantang River embankments during undercrossing of EPB shield tunnels
REN Ying-nan;WANG Hong-qi;WANG Jian-hua;Department of Civil Engineering;Shanghai Jiao Tong University;Shanghai Tunnel Engineering Co.;Ltd.;
REN Ying-nan;WANG Hong-qi;WANG Jian-hua;Department of Civil Engineering;Shanghai Jiao Tong University;Shanghai Tunnel Engineering Co.;Ltd.;
..............page:936-939
Deformation of deep foundation pits due to excavation considering change of void ratio and permeability coefficient with depth
MA Shao-kun;SHAO Yu;HUANG Yan-zhen;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;Guilin University of Technology;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety;Guangxi University;
MA Shao-kun;SHAO Yu;HUANG Yan-zhen;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering;Guilin University of Technology;College of Civil Engineering and Architecture;Guangxi University;Key Laboratory of Disaster Prevention and Structural Safety;Guangxi University;
..............page:940-944
Engineering characteristics and settlement rules of gully soft clay in mountainous areas of Southwest China
CHEN Ji-bin;ZHAO Qi-hua;PENG She-qin;CHEN Zi-yang;State Key Laboratory of GeoHazard Prevention and GeoEnvironment Protection;College of Environment and Civil Engineering;Chengdu University of Technology;
CHEN Ji-bin;ZHAO Qi-hua;PENG She-qin;CHEN Zi-yang;State Key Laboratory of GeoHazard Prevention and GeoEnvironment Protection;College of Environment and Civil Engineering;Chengdu University of Technology;
..............page:945-950