1000-7598
2006 Issue S2
Risk analysis of overlength bored piles construction on complicated geological conditions
WANG You-zhi Shandong University;Jinan 250061;China CHANG Xiao-li Shandong Institute of Metallurgy Design;Jinan 250014;China WANG Xiao-ping Shandong Binzhou Highway Administration;Binzhou 256600;China
WANG You-zhi Shandong University;Jinan 250061;China CHANG Xiao-li Shandong Institute of Metallurgy Design;Jinan 250014;China WANG Xiao-ping Shandong Binzhou Highway Administration;Binzhou 256600;China
..............page:769-773
Study on application of improved gray predicted method to determining ultimate bearing capacity of single pile
CAO Wen-gui ZHANG Yong-jie ZHAO Ming-hua Institute of Geotechnical Engineering;Hunan University;Changsha 410082;China
CAO Wen-gui ZHANG Yong-jie ZHAO Ming-hua Institute of Geotechnical Engineering;Hunan University;Changsha 410082;China
..............page:774-778
Study on rising height of grout along a pile after grouting and effect of grout on soils
HUANG Sheng-gen Faculty of Engineering;China University of Geosciences;Wuhan 430074;China
HUANG Sheng-gen Faculty of Engineering;China University of Geosciences;Wuhan 430074;China
..............page:779-783
Changes of friction distribution in negative skin friction pile induced by loading sequence
XIA Li-nong~;WANG Xin-hua~2;LEI Jin
XIA Li-nong~;WANG Xin-hua~2;LEI Jin
..............page:784-787
Research on negative friction of rigid pile composite foundation under embankment loads
ZOU Yun-xiang ZHU Xiang-yang Lianyunggang Headquarters of Expressway Construction;Lianyungang 222001;China;YU Chuang DU Guang-yin LIU Song-yu Institute of Geotechnical Engineering;College of Transportation Southeast University;Nanjing 210096;China
ZOU Yun-xiang ZHU Xiang-yang Lianyunggang Headquarters of Expressway Construction;Lianyungang 222001;China;YU Chuang DU Guang-yin LIU Song-yu Institute of Geotechnical Engineering;College of Transportation Southeast University;Nanjing 210096;China
..............page:788-792
Time effect analyses and prediction of ultimate bearing capacity of jacked pile in clay
XIA Jian-zhong LUO Zhan-you Institute of Geotechnical Engineering;Zhejiang University of Science and Technology;Hangzhou 310012;China ZHANG Shi-zou Halyan Construction Engineering Quality Supervision Station;Haiyan 314300;China
XIA Jian-zhong LUO Zhan-you Institute of Geotechnical Engineering;Zhejiang University of Science and Technology;Hangzhou 310012;China ZHANG Shi-zou Halyan Construction Engineering Quality Supervision Station;Haiyan 314300;China
..............page:793-796
Computation of stress ratio of piles to soil and bearing behavior of rigid pile composite foundation
GUO Zhong-xian~;HUO Da~1
GUO Zhong-xian~;HUO Da~1
..............page:797-802
Settlement analysis of single pile considering relative slipping in layered soils
XU Chang-jie HUANG Hong-chao CAI Yuan-qiang LIU Wei Department of Civil Engineering;Zhejiang University;Hangzhou 310027;China
XU Chang-jie HUANG Hong-chao CAI Yuan-qiang LIU Wei Department of Civil Engineering;Zhejiang University;Hangzhou 310027;China
..............page:803-808
Research on relationship between lateral displacement and settlement in soft ground under embankment
LI Fei~
LI Fei~
..............page:809-813
Study on stability of thin-walled circular pipe piles embedded shallowly under lateral loads
JIN Qing CUI Xin-zhuang Research Center of Geotechnical and Structural Engineering;Shandong University;Jinan;250061;China;LIU Zheng-yin Shandong Communication Planning and Design Institute;Jinan 250031;China
JIN Qing CUI Xin-zhuang Research Center of Geotechnical and Structural Engineering;Shandong University;Jinan;250061;China;LIU Zheng-yin Shandong Communication Planning and Design Institute;Jinan 250031;China
..............page:814-817
Behaviors of PCC pile under lateral loading lest
MA Zhi-tao;LIU Han-long;ZHANG Ting;FEI Kang
MA Zhi-tao;LIU Han-long;ZHANG Ting;FEI Kang
..............page:818-821+835
Predicting model of vertical ultimate bearing capacity of single pile using adaptive neuro-fuzzy inference system
YANG Lei XU Hong-zhong College of Civil Engineering;Nanjing University of Technology;Nanjing 210009;China
YANG Lei XU Hong-zhong College of Civil Engineering;Nanjing University of Technology;Nanjing 210009;China
..............page:822-825
Finite element analysis of rigid-soft composite pile foundation
ZHANG Shi-min WEI Xin-jiang WEI Gang City College;Zhejiang University;Hangzhou 310015;China WU Hong The Third Transportation Engineering Co.Ltd.;Zhejiang Provincial Transportation Engineering Construction Group;Hangzhou 310013;China)
ZHANG Shi-min WEI Xin-jiang WEI Gang City College;Zhejiang University;Hangzhou 310015;China WU Hong The Third Transportation Engineering Co.Ltd.;Zhejiang Provincial Transportation Engineering Construction Group;Hangzhou 310013;China)
..............page:826-831
Application of squeezed branch piles to anti-floating engineering of subway stations
LI Wen-feng;LI Jian-jun;WANG Yong-xin The Third Engineering Group of China Railing Investment Management Co.Ltd;Beijing 100101;China
LI Wen-feng;LI Jian-jun;WANG Yong-xin The Third Engineering Group of China Railing Investment Management Co.Ltd;Beijing 100101;China
..............page:832-835
Study on nonlinear response of casing pipe pile to lateral loads
WANG Teng ZHANG Yu-zhe School of Petroleum Engineering;China University of Petroleum;East China;Dongying 257061;China LI Da-yong School of Civil Engineering;Shandong University of Science & Technology;Qingdao 266510;China
WANG Teng ZHANG Yu-zhe School of Petroleum Engineering;China University of Petroleum;East China;Dongying 257061;China LI Da-yong School of Civil Engineering;Shandong University of Science & Technology;Qingdao 266510;China
..............page:836-838
Study on stability of thin-walled circular pipe piles embedded shallowly under lateral loads
CUI Xin-zhuang YAO Zhan-yong SHANG Qing-sen School of Civil and Hydraulic Engineering;Shandong University;Jinan 250061;China
CUI Xin-zhuang YAO Zhan-yong SHANG Qing-sen School of Civil and Hydraulic Engineering;Shandong University;Jinan 250061;China
..............page:839-843
Study on prediction of chimney foundation settlement of Yangluo Power Plant in Wuhan
LUO Hong-ming TANG Hui-ming YAN E-chuan Faculty of Engineering China University of Geoscienees;Wuhan 430074;China
LUO Hong-ming TANG Hui-ming YAN E-chuan Faculty of Engineering China University of Geoscienees;Wuhan 430074;China
..............page:844-848
Analysis of influence of pipe jacking construction on adjacent piles
WEI Gang~1;WEI Xin-jiang~;DING Zhi~;YAO Ning~2
WEI Gang~1;WEI Xin-jiang~;DING Zhi~;YAO Ning~2
..............page:849-854
Theoretical and numerical analysis of bolt pull-out test
HE Ruo-lan~;ZHANG Ping~3;LIU Bao-chen~2
HE Ruo-lan~;ZHANG Ping~3;LIU Bao-chen~2
..............page:855-859
Application and finite element analysis of designing method of settlement-controlled composite piled foundation
SUN Li-Qiang YAN Shu-Wang Institute of Geotechnical Engineering.TianJin University;TianJin 300072;China
SUN Li-Qiang YAN Shu-Wang Institute of Geotechnical Engineering.TianJin University;TianJin 300072;China
..............page:860-864
Analysis of vertical bearing mechanism of large-diameter tubular pile using cast-in-situ concrete
WANG Zhe Institute of Geotechnical Engineering;Zhejiang University of Technology;Hangzhou 310024;China;DING Zhou-xiang Institue Geotechnical Engineering of Tongji University;Shanghai 200092;China;YANG Yu-ren College of Zhijiang;Zhejiang University of Technology;Hangzhou 310024;China
WANG Zhe Institute of Geotechnical Engineering;Zhejiang University of Technology;Hangzhou 310024;China;DING Zhou-xiang Institue Geotechnical Engineering of Tongji University;Shanghai 200092;China;YANG Yu-ren College of Zhijiang;Zhejiang University of Technology;Hangzhou 310024;China
..............page:865-868
Study on composite foundation with rigid-flexible piles under variable parameters
ZHU Kui XU Ri-qing GUO Yin Department of Civil Engineering;Zhejiang University;Hangzhou 310027;China ZHOU Peng-fei Wenzhou University;Wenzhou 325000;China
ZHU Kui XU Ri-qing GUO Yin Department of Civil Engineering;Zhejiang University;Hangzhou 310027;China ZHOU Peng-fei Wenzhou University;Wenzhou 325000;China
..............page:869-874
Study of ultimate bearing capacity calculation using Meyerhof & Hanna theory
XIAO Hua-ping YAN Shu-wang Shcool of Civil Engineering;Tianjin University;Tianjin 300072;China SUN Wan-he Tianjin Port Engineering Institute;Tianjin 300222;China
XIAO Hua-ping YAN Shu-wang Shcool of Civil Engineering;Tianjin University;Tianjin 300072;China SUN Wan-he Tianjin Port Engineering Institute;Tianjin 300222;China
..............page:875-880
Experimental study on negative skin friction resistance on piles in collapsible loess area
QI Jing-jing XU Ri-qing College of Civil Engineering and Architecture;Zhejiang University;Hangzhou 310027;China GONG Wei-ming College of Civil Engineering;Southeast University;Nanjing 210096;China
QI Jing-jing XU Ri-qing College of Civil Engineering and Architecture;Zhejiang University;Hangzhou 310027;China GONG Wei-ming College of Civil Engineering;Southeast University;Nanjing 210096;China
..............page:881-884
Research on subgrade deformation of powdery soil in alluvial plain of Yellow River
YUE Peng YAO Zhan-yong SHANG Qing-sen Shandong University;Jinan 250061;China LI Yun-heng Jining Highway Bureau;Jining 272149;China
YUE Peng YAO Zhan-yong SHANG Qing-sen Shandong University;Jinan 250061;China LI Yun-heng Jining Highway Bureau;Jining 272149;China
..............page:885-888
Experimental study of precast tubular pile and mixing cement pile composite foundation
SHI Shanz-wei~;XU Li~3;XIE Xin-yu~1 (1.Institute of Geotechnical Engineering;Zhejiang University;Hangzhou 310027;China;2.Zhejiang Urban Building Design Group;Hangzhou 310003;China;3.S inopec Hangzhou Refinery;Hangzhou 310015;China
SHI Shanz-wei~;XU Li~3;XIE Xin-yu~1 (1.Institute of Geotechnical Engineering;Zhejiang University;Hangzhou 310027;China;2.Zhejiang Urban Building Design Group;Hangzhou 310003;China;3.S inopec Hangzhou Refinery;Hangzhou 310015;China
..............page:889-892+896
Bearing capacity calculation approach of composite subgrade in mining subsidence area
SHENG Ping YU Guang-yun LI Hong-bo WANG Bo-ping School of Architecture and Civil Engineering;China University of Mining And Technology;Xuzhou 221008;China
SHENG Ping YU Guang-yun LI Hong-bo WANG Bo-ping School of Architecture and Civil Engineering;China University of Mining And Technology;Xuzhou 221008;China
..............page:893-896
Finite element analysis of mutual anchoring thin retaining wall
LI Hou-min XIONG Jian-min YU Tian-qing Hubei University of Technolog;Wuhan 430068;China
LI Hou-min XIONG Jian-min YU Tian-qing Hubei University of Technolog;Wuhan 430068;China
..............page:897-901
Research on bolt,anchor cable,steel strap and mesh combined support technique applying to Daxing Coal Mine for soft-rock tunnel
CHEN Shi-hai QIAO Wei-guo KONG De-sen College of Civil Engineering and Architecture;Shandong University of Science and Technology;Qingdao 266510;China
CHEN Shi-hai QIAO Wei-guo KONG De-sen College of Civil Engineering and Architecture;Shandong University of Science and Technology;Qingdao 266510;China
..............page:902-904
Stability analysis of unsaturated soil slopes reinforced with retaining wall
LI Rong-Jian YU Yu-Zhen DENG Li-Jun LI Guang-xin State Key Laboratory of Hydroscience and Engineering;Department of Hydraulic and Hydropower Engineering;Tsinghua University;Beijing 100084;China
LI Rong-Jian YU Yu-Zhen DENG Li-Jun LI Guang-xin State Key Laboratory of Hydroscience and Engineering;Department of Hydraulic and Hydropower Engineering;Tsinghua University;Beijing 100084;China
..............page:905-908
Experimental research on utilization of coal refuse stabilized with lime and fly-ash as a road base material
JIA Zhi-rong~;ZHAO Cheng-quan~2;JU Ze-qing~2;YANG Ruo-chong~1
JIA Zhi-rong~;ZHAO Cheng-quan~2;JU Ze-qing~2;YANG Ruo-chong~1
..............page:909-912
Amended model of soil nail element and its application
HU Jun LI Jun-jie LIU De-zhi Shool of Civil and Hydraulic Engineering;Dalian University of Technology;Dalian 116024;China
HU Jun LI Jun-jie LIU De-zhi Shool of Civil and Hydraulic Engineering;Dalian University of Technology;Dalian 116024;China
..............page:913-917
Research on bolt-netting support under high stressed and fractured rockmass
ZHAO Xing-dong TANG Chun-an ZHANG Guo-lian School of Resources and Civil Engineering;Northeastern University;Shenyang 110004;China YU Yan-ping Xiaoguanzhang Iron Mine;Luzhong Mining Co.;Laiwu 271113;China)
ZHAO Xing-dong TANG Chun-an ZHANG Guo-lian School of Resources and Civil Engineering;Northeastern University;Shenyang 110004;China YU Yan-ping Xiaoguanzhang Iron Mine;Luzhong Mining Co.;Laiwu 271113;China)
..............page:918-920+947
Research on numerical simulation of anchoring mechanism of prestressed anchor cables
LI Ying-yong~;ZHANG Ding-li~1;WANG Song-gen~2 1.Beijing Jiaotong University;Beijing 100044;China;2.Highway Bureau of Communication Department of Shandong Province;Jinan 250002;China)
LI Ying-yong~;ZHANG Ding-li~1;WANG Song-gen~2 1.Beijing Jiaotong University;Beijing 100044;China;2.Highway Bureau of Communication Department of Shandong Province;Jinan 250002;China)
..............page:921-925
Research on distribution of shear stress and length of anchorage end of prestressed cable
HONG Hai-chun Research Institute of Geotechnical Engineering;Hohai University;Nanjing 210098;China HU Yi-fu School of Resources and Safety Engineering;Central South University;Changsha 410083;China LIU Zhi-ming CAI Yao-jun Changjiang Investigation;Planning and Design Research Institute;Wuhan 430010;China
HONG Hai-chun Research Institute of Geotechnical Engineering;Hohai University;Nanjing 210098;China HU Yi-fu School of Resources and Safety Engineering;Central South University;Changsha 410083;China LIU Zhi-ming CAI Yao-jun Changjiang Investigation;Planning and Design Research Institute;Wuhan 430010;China
..............page:926-930
Analysis of influence of soil improvement on lateral deformation and inner force of cantilever retaining structure
LUO Zhan-you~;XIA Jian-zhong~1;LIU Wei~1
LUO Zhan-you~;XIA Jian-zhong~1;LIU Wei~1
..............page:931-934
Numerical simulation on stress distribution in anchorage body
ZHAN Yu-bao YOU Chun-an LU Xing-li SUN Feng College of Civil Engineering & Architecture;Shandong University of Science & Technology;Qingdao 266510.China BI Xuan-ke Tai’an Campus;Shandong University of Science & Technolog;Tai’an 271019;China
ZHAN Yu-bao YOU Chun-an LU Xing-li SUN Feng College of Civil Engineering & Architecture;Shandong University of Science & Technology;Qingdao 266510.China BI Xuan-ke Tai’an Campus;Shandong University of Science & Technolog;Tai’an 271019;China
..............page:935-938
Analysis of technology for treating and strengthening surrounding rock masses of a shallow-buried air-raid shelter
JIA Jian-qing~;WANG Hong-tu~1;LI Xiao-hong~1;NIU Hui-ming~2;HU Guo-zhong~1;LI Hui-min~1
JIA Jian-qing~;WANG Hong-tu~1;LI Xiao-hong~1;NIU Hui-ming~2;HU Guo-zhong~1;LI Hui-min~1
..............page:939-942
State-of-arts and prospect of consolidation theory for soft soil by vacuum preloading
XU Sheng WANG Yuan Institute of Geotechnical Engineering;Hohai University;Nanjing 210098;China
XU Sheng WANG Yuan Institute of Geotechnical Engineering;Hohai University;Nanjing 210098;China
..............page:943-947
Stress distribution in rock mass around pull-type cable anchorage segment
WANG Yan-fen WANG Yuan-han College of Civil Engineering and Mechanics;Huazhong University of Science & Technology;Wuhan 430074;China;SHENG Qian Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Wuhan 430071;China
WANG Yan-fen WANG Yuan-han College of Civil Engineering and Mechanics;Huazhong University of Science & Technology;Wuhan 430074;China;SHENG Qian Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Wuhan 430071;China
..............page:948-951
Study on designing system of anti-slide piles based on reliability theory
ZHAO Wen-bin FENG Yong Engineering Faculty;China University of Geosciences;Wuhan 430074;China LUO Wen-qiang College of Mathematics and Physics;China University of Geosciences;Wuhan 430074;China
ZHAO Wen-bin FENG Yong Engineering Faculty;China University of Geosciences;Wuhan 430074;China LUO Wen-qiang College of Mathematics and Physics;China University of Geosciences;Wuhan 430074;China
..............page:952-957
Design and stability analysis of reinforced high rock slopes
FENG Yu-bo Jiaonan Administrater Department of Civil Engineering;Jiaonan 266400;China LI Nai-yuan Jiaonan Administrater Department of Quality of Civil Engineering;Jiaonan 266400;China CHI Yan-zhi Jiaonan Civil Administrater Department;Jiaonan 266400;China LIU Xiao-bin Shandong University of Science and Technology;Taian 271019;China
FENG Yu-bo Jiaonan Administrater Department of Civil Engineering;Jiaonan 266400;China LI Nai-yuan Jiaonan Administrater Department of Quality of Civil Engineering;Jiaonan 266400;China CHI Yan-zhi Jiaonan Civil Administrater Department;Jiaonan 266400;China LIU Xiao-bin Shandong University of Science and Technology;Taian 271019;China
..............page:958-960
Study on groundwater table and water flux of soft soil with confined water by vacuum-surcharge preloading
JIN Xiao-rong YU Jian-lin GONG Xiao-nan Institute of Geotechnical Engineedng;Zhejiang University;Hangzhou 310027;China MAO Zhi-xing Zhejiang Provincial Electric Power Company;Hangzhou 310007;China
JIN Xiao-rong YU Jian-lin GONG Xiao-nan Institute of Geotechnical Engineedng;Zhejiang University;Hangzhou 310027;China MAO Zhi-xing Zhejiang Provincial Electric Power Company;Hangzhou 310007;China
..............page:961-964
Study on construction technologies of pressure dispersion-type prestressed anchor cables in high sloping land collapse
WANG Qing-biao WANG Li-hua LU Lin-hai Shandong University of Science and Technology;Qingdao 266510;China JIN Hong-tao City Construction Designing Institute of Tai’an;Tai’an 271000;China
WANG Qing-biao WANG Li-hua LU Lin-hai Shandong University of Science and Technology;Qingdao 266510;China JIN Hong-tao City Construction Designing Institute of Tai’an;Tai’an 271000;China
..............page:965-968
Study on dynamic consolidation method for reinforcing soft foundations of highways
YU Kai-biao Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Wuhan 430071;China;WANG Zhong-guo Zhongnan Road and Bridge Co.Ltd.;Xiaogan 432000;China;ZHANG Cheng-shun Tianxian Expressway Building Co.Ltd;Tianmen 431700;China
YU Kai-biao Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Wuhan 430071;China;WANG Zhong-guo Zhongnan Road and Bridge Co.Ltd.;Xiaogan 432000;China;ZHANG Cheng-shun Tianxian Expressway Building Co.Ltd;Tianmen 431700;China
..............page:969-972
Study on horizontal displacement of packaged geogrid reinforced soil retaining wall
L Peng YANG Guang-qing PANG Wei Department of Civil Engineering.Shijiazhuang Raliway Institute.Shijiazhuang 050043.China;CAI De-gou China Academy of Railway Sciences;Beijing 100081;China
L Peng YANG Guang-qing PANG Wei Department of Civil Engineering.Shijiazhuang Raliway Institute.Shijiazhuang 050043.China;CAI De-gou China Academy of Railway Sciences;Beijing 100081;China
..............page:973-976
Numerical analysis of seismic response of saturated foundation soil in Yellow River Delta
LIU Hong-jun~;CHENG Chao~2;CHEN You-yuan~;WANG Xiu-hai~2
LIU Hong-jun~;CHENG Chao~2;CHEN You-yuan~;WANG Xiu-hai~2
..............page:977-982
Evaluation for seismic liquefaction of deep-sand lens in a dam foundation
CHEN Cun-li HU Zai-qiang XIE Ding-yi Institute of Geotechnical Engineering;Xi’an University of Technology;Xi’an 710048;China)
CHEN Cun-li HU Zai-qiang XIE Ding-yi Institute of Geotechnical Engineering;Xi’an University of Technology;Xi’an 710048;China)
..............page:983-987
Dynamical response indoor model experiment and elastoplastic finite element analysis of high-enrockment embankment
ZHAO Ming-hua ZENG Guang-xian Institute of Geotechnical Engineering;Hunan University;Changsha 410082;China;LIU Yong The Fourth Company of Hunan Construction Group;Shaoyang 411300;China)
ZHAO Ming-hua ZENG Guang-xian Institute of Geotechnical Engineering;Hunan University;Changsha 410082;China;LIU Yong The Fourth Company of Hunan Construction Group;Shaoyang 411300;China)
..............page:988-992
Dynamic response problem about plate on tension-free double parameter foundation with moving load
LIU Jun-qing CAO Shu-wen SUN Ying WANG Wei School of Science;Xi’an University.of Arch.& Technology.;Xi’an 710055;China
LIU Jun-qing CAO Shu-wen SUN Ying WANG Wei School of Science;Xi’an University.of Arch.& Technology.;Xi’an 710055;China
..............page:993-996
Influence of site condition on damage of buried pipeline under earthquake load
ZHU Chun-sheng Tianjin University;Tianjin 300072;China. ZHU Qing-jie Hebei Polytechnic University;Tangshan 0630093 China;JIA Xi-fa Shandong Heze Highway Administration;Heze 274000;China)
ZHU Chun-sheng Tianjin University;Tianjin 300072;China. ZHU Qing-jie Hebei Polytechnic University;Tangshan 0630093 China;JIA Xi-fa Shandong Heze Highway Administration;Heze 274000;China)
..............page:997-1001
Influence on microshock liquefaction by permeable layer and confining stratum of soil in Yellow River delta
ZHANG Ke LIU Zheng-yin XUjian Shandong Provincial Communications Planning and Design Institute;Jinan 250031;China JIA Yong-gang SHAN Hong-xian Ocean University of China;Qingdao 266003;China
ZHANG Ke LIU Zheng-yin XUjian Shandong Provincial Communications Planning and Design Institute;Jinan 250031;China JIA Yong-gang SHAN Hong-xian Ocean University of China;Qingdao 266003;China
..............page:1002-1006
Hazard evaluation system for earthquake-induced site liquefaction potential based on coupling model of ANN and GIS
TANG Hao CHEN Guo-xin LI Fang-ming Institute of Geotechnical Engineering;Nanjing University of Technology;Nanjing 210009;China
TANG Hao CHEN Guo-xin LI Fang-ming Institute of Geotechnical Engineering;Nanjing University of Technology;Nanjing 210009;China
..............page:1007-1012
Blasting and demolishing frame buildings in complicated environment
GAO Wen-le BI Wei-guo CHEN Shi-hai ZHANG Jin-quan Shandong University of Science and Technology;Qingdao 266510 China
GAO Wen-le BI Wei-guo CHEN Shi-hai ZHANG Jin-quan Shandong University of Science and Technology;Qingdao 266510 China
..............page:1013-1016
Model testing study on composite foundation of cement-soil pile under cyclic loading
BAI Shun-guo College of Urban and Rural Conatruction;Agricultural University of Hebei;Baoding 071001;China HOU Yong-feng ZHANG Hong-ru LI Zhi-qiang College of Civil Engineering;Beijing Jiaotong University;Beijing 100044;China
BAI Shun-guo College of Urban and Rural Conatruction;Agricultural University of Hebei;Baoding 071001;China HOU Yong-feng ZHANG Hong-ru LI Zhi-qiang College of Civil Engineering;Beijing Jiaotong University;Beijing 100044;China
..............page:1017-1020
Effects of vertical strong ground motion on nonlinear seismic response of slope site
CHEN Xue-liang Institute of Engineering Mechanics;China Earthquake Administration;Harbin 150080;China JIN Xing Earthquake Administration of Fujian Province;Fuzhou 350003;China TAO Xia-xin Harbin Institute of Technology;Harbin 150008;China
CHEN Xue-liang Institute of Engineering Mechanics;China Earthquake Administration;Harbin 150080;China JIN Xing Earthquake Administration of Fujian Province;Fuzhou 350003;China TAO Xia-xin Harbin Institute of Technology;Harbin 150008;China
..............page:1021-1023+1025-1026
A method for numerical analysis of seismic liquefaction induced large deformation of sloping soil layer
SHAO Guang-biao College of Civil Engineering;Shandong University of Architecture;Jinan 250101;China WANG Hua-juan Engineering College;Ocean University of China;Qingdao 266071;China
SHAO Guang-biao College of Civil Engineering;Shandong University of Architecture;Jinan 250101;China WANG Hua-juan Engineering College;Ocean University of China;Qingdao 266071;China
..............page:1027-1031
Reasons of rockburst and preventive measures in Junde Mine 296 π coal face up roadway
LI Jin-kui XIA Hong-chun LI Wei Dalian University Academician Pioneering Park;Dalian 116622;China YAN Ru-ling DENG Chao-gu Hegang Mining Industry Group Comp;Junde Mine;Hegang 154100;China
LI Jin-kui XIA Hong-chun LI Wei Dalian University Academician Pioneering Park;Dalian 116622;China YAN Ru-ling DENG Chao-gu Hegang Mining Industry Group Comp;Junde Mine;Hegang 154100;China
..............page:1032-1035+1040
Research on blasting vibration regularity of bedrock digging of embankment project
HU Guo-zhong WANG Hong-tu LI Xiao-hong LI Kai-xue PANG Chen Key Lab for the Exploitation of Southwestern Resources & the Environmental Hazard Control Engineering;Chongqing University;Chongqing 400044;China
HU Guo-zhong WANG Hong-tu LI Xiao-hong LI Kai-xue PANG Chen Key Lab for the Exploitation of Southwestern Resources & the Environmental Hazard Control Engineering;Chongqing University;Chongqing 400044;China
..............page:1036-1040
Analysis of deep rock stress and prevention methods of rock burst in Linglong gold mine
WANG Yu-bai Linglong Gold Mine of Shandong Gold Products Corporation;Yantai 265419;China ZHANG Xian-tang Shandong University of Science and Technology;Qingdao 266510;China LI Shu-chen Research Center of Geotechnical and Structural Engineering;Shandong University;Jinan 250061;China
WANG Yu-bai Linglong Gold Mine of Shandong Gold Products Corporation;Yantai 265419;China ZHANG Xian-tang Shandong University of Science and Technology;Qingdao 266510;China LI Shu-chen Research Center of Geotechnical and Structural Engineering;Shandong University;Jinan 250061;China
..............page:1041-1044
Research on blasting excavation techniques for rock ditching of natural gas ducts
ZHANG Xian-tang~;GAO Wen-le~1;ZHANG Jin-quan~1;ZHOU Hong-min~1 (1.Shandong University of Science and Technology;Qingdao 266510;China 2.State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;Shanghai 200092.China
ZHANG Xian-tang~;GAO Wen-le~1;ZHANG Jin-quan~1;ZHOU Hong-min~1 (1.Shandong University of Science and Technology;Qingdao 266510;China 2.State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;Shanghai 200092.China
..............page:1045-1049
Proportioning test study on similar material of rockburst tendency of brittle rockmass
CHEN Lu-wang BAI Shi-wei Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Wuhan 430071;China
CHEN Lu-wang BAI Shi-wei Institute of Rock and Soil Mechanics;Chinese Academy of Sciences;Wuhan 430071;China
..............page:1050-1054
Acoustic emission properties of tensile fractures under different load patterns
GUO Yan-shuang ZHU Wei-shen LI Shu-cai LIN Chun-jin WEN Nuan-dong YANG Lei Research Center of Geotechnical and Structural Engineering;Shandong University;Jinan 250061;China
GUO Yan-shuang ZHU Wei-shen LI Shu-cai LIN Chun-jin WEN Nuan-dong YANG Lei Research Center of Geotechnical and Structural Engineering;Shandong University;Jinan 250061;China
..............page:1055-1058
Research on dynamic response to vibration loads caused by train for doube-circular tunnel
WU Xiang-song ZHU He-hua Key Laboratory of Geotechnical Engineering;Department of Geotechnical Engineering;Tongji University;Shanghai 200092;China YUAN Hai-ping School of Civil and Architectural Engineering;Central South University;Changsha 410083;China
WU Xiang-song ZHU He-hua Key Laboratory of Geotechnical Engineering;Department of Geotechnical Engineering;Tongji University;Shanghai 200092;China YUAN Hai-ping School of Civil and Architectural Engineering;Central South University;Changsha 410083;China
..............page:1059-1062+1068
Effects of dynamic shear strength and time-histories stress analysis on newmark sliding block analyses
LI Hong-jun CHI Shi-chun LIN Gao State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Dalian 116024;China
LI Hong-jun CHI Shi-chun LIN Gao State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Dalian 116024;China
..............page:1063-1068
Dynamic response analysis of road foundation based on physical state dynamic constitutive model
LI Hong-ru HU Zai-qiang CHEN Cun-li XIE Ding-yi Xi’an University of Technology;Xi’an 710048;China
LI Hong-ru HU Zai-qiang CHEN Cun-li XIE Ding-yi Xi’an University of Technology;Xi’an 710048;China
..............page:1069-1074
Prediction for failure mechanism of rock under impact loading
GE Tao WANG Ming-yang HOU Xiao-feng Engineering Institute of Engineering Corps;PLA University of Science and Technology;Nanjing 210007;China
GE Tao WANG Ming-yang HOU Xiao-feng Engineering Institute of Engineering Corps;PLA University of Science and Technology;Nanjing 210007;China
..............page:1075-1078
Fully coupled simulation of seismic ground response at centrifuge
SU Dong Department of Civil Engineering;Shenzhen University;Shenzhen 518060;China LI Xiang-song Department of Civil Engineering;Hong Kong University of Science and Technology;Hong Kong;China
SU Dong Department of Civil Engineering;Shenzhen University;Shenzhen 518060;China LI Xiang-song Department of Civil Engineering;Hong Kong University of Science and Technology;Hong Kong;China
..............page:1079-1083
Unloading strain characteristic experiments on marble of diversion tunnel of Jinping Hydropower Station
QIN Yu-chun ZHU Zhen-de Institute of Geotechnical Engineering;Hohai University;Nanjing 210098;China WANG Zhan-peng Shenzhen Geotechnical Engineering Company;Shenzhen 518028;China
QIN Yu-chun ZHU Zhen-de Institute of Geotechnical Engineering;Hohai University;Nanjing 210098;China WANG Zhan-peng Shenzhen Geotechnical Engineering Company;Shenzhen 518028;China
..............page:1084-1088
Controlled blasting experimental research of railway tunnel under through buildings closely
GONG Lun QIU Wen-ge School of Civil Engineering;Southwest Jiaotong University;Chengdu 610031;China GAO Xin-qiang Department of Civil Engineering;Shijiazhuang Railway Institute;Shijiazhuang 050043;China
GONG Lun QIU Wen-ge School of Civil Engineering;Southwest Jiaotong University;Chengdu 610031;China GAO Xin-qiang Department of Civil Engineering;Shijiazhuang Railway Institute;Shijiazhuang 050043;China
..............page:1089-1092
Characteristics of train-induced dynamic stresses in ground
WANG Chang-jing~;CHEN Yun-min~1
WANG Chang-jing~;CHEN Yun-min~1
..............page:1093-1096
Effect of rainfall on stability of anisotropic soil slope
FAN You-wei JIN Xue-lian The Co.Ltd.of Nanjing Institute of Surveying;Mapping & Geotechnical Investigation;Nanjing 210005;China ZHANG Yu College of Civil Engineering;Southeast University;Nanjing 210096;China MA Yun-qiao Nanjing Qinhuai River Construction and Development Co.Ltd.;Nanjing 210010;China
FAN You-wei JIN Xue-lian The Co.Ltd.of Nanjing Institute of Surveying;Mapping & Geotechnical Investigation;Nanjing 210005;China ZHANG Yu College of Civil Engineering;Southeast University;Nanjing 210096;China MA Yun-qiao Nanjing Qinhuai River Construction and Development Co.Ltd.;Nanjing 210010;China
..............page:1097-1102
Elastoplastic softening constitutive model of unsaturated loess
HU Zai-qiang~1;ZHANG Teng~;ZHU Yi-yun~;CHEN Cun-li~1
HU Zai-qiang~1;ZHANG Teng~;ZHU Yi-yun~;CHEN Cun-li~1
..............page:1103-1106
Analysis of earth pressure and settlement of culvert on soft foundation by 3-D FEM
CHEN Cun-li HU Zai-qiang LI Hong-ru MA Jun-feng Institute of Geotechnical Engineering;Xi’an University of Technology;Xi’an 710048;China
CHEN Cun-li HU Zai-qiang LI Hong-ru MA Jun-feng Institute of Geotechnical Engineering;Xi’an University of Technology;Xi’an 710048;China
..............page:1107-1111
Two dimensional elastoplastic distinct element analysis of high rock slope
CHEN Xiao-bin ZHANG Jia-sheng School of Civil and Architectural Engineering;Central South University;Changsha 410075;China AN Guan-feng Department of Civil Engineering;Tsinghua University;Beijing 100084;China LIU Xue-peng Central South Design & Research Institute of Hydroelectric Projects;Changsha 410014;China
CHEN Xiao-bin ZHANG Jia-sheng School of Civil and Architectural Engineering;Central South University;Changsha 410075;China AN Guan-feng Department of Civil Engineering;Tsinghua University;Beijing 100084;China LIU Xue-peng Central South Design & Research Institute of Hydroelectric Projects;Changsha 410014;China
..............page:1112-1118
ANFIS model for predicting deformation of dam
SHEN Xi-zhong~;ZNANG Wen-ge~1;FONG Xia-ting~2
SHEN Xi-zhong~;ZNANG Wen-ge~1;FONG Xia-ting~2
..............page:1119-1122
Natural element method and its application to geotechnical engineering
LU Bo DING Xiu-li WUAi-qing Key Laboratory of Geotechnical Mechanics and Engineering;Ministry of Water Resources;Yangtze River Scientific Research Institute Wuhan 430019;China)
LU Bo DING Xiu-li WUAi-qing Key Laboratory of Geotechnical Mechanics and Engineering;Ministry of Water Resources;Yangtze River Scientific Research Institute Wuhan 430019;China)
..............page:1123-1128
Application of dimensional analysis to building calculation model of stabilizing pile space
WEI Zuo-an~;XU Jiang~;WAN Ling~
WEI Zuo-an~;XU Jiang~;WAN Ling~
..............page:1129-1132
Numerical analysis of construction method of Jiuhua Mountain twin-arch tunnel in Nanjing
JIN Feng-nian JIA Jin-gang JIANG Mei-rong ZHOU Jian-min WANG Bo ZHOU Jian-nan Engineering Institute of Engineering Corps;PLA Univ.of Sci.& Tech.;Nanjing 210007;China
JIN Feng-nian JIA Jin-gang JIANG Mei-rong ZHOU Jian-min WANG Bo ZHOU Jian-nan Engineering Institute of Engineering Corps;PLA Univ.of Sci.& Tech.;Nanjing 210007;China
..............page:1133-1136
Sensitivity analysis of overall stability of cement-soil retaining wall
LI Er-bing TAN Yue-hu DUAN Jian-li Engineering Institute of Engineering Corps;PLA University of Science and Technology;Nanjing 210007;China LIU Xiang-dong 91003 Unit ofPLA;Sanya 572016;China
LI Er-bing TAN Yue-hu DUAN Jian-li Engineering Institute of Engineering Corps;PLA University of Science and Technology;Nanjing 210007;China LIU Xiang-dong 91003 Unit ofPLA;Sanya 572016;China
..............page:1137-1140
Study failure character for bedding rock slope based on stiffness of rock
CHENG Sheng-guo~;FANG Kun-he~1;LUO Xian-qi~2;Liu De-fu~2
CHENG Sheng-guo~;FANG Kun-he~1;LUO Xian-qi~2;Liu De-fu~2
..............page:1141-1144
Uncertainty of in-situ slide zone soil shear test condition and shear strength parameters estimation based on BP network
XIONG Shi-hu BIAN Zhi-hua YANG Yi Yangtze River Scientific Research Institute;Wuhan 430010;China
XIONG Shi-hu BIAN Zhi-hua YANG Yi Yangtze River Scientific Research Institute;Wuhan 430010;China
..............page:1145-1148
Applying uniform hydraulic gradient and variable hydraulic gradient principle of groundwater to calculate permeability coefficient
ZHANG Wen-hua Geology and Subgrade Branch Xinjiang Railway Survey and Design Institute;Urumqi 830011;China
ZHANG Wen-hua Geology and Subgrade Branch Xinjiang Railway Survey and Design Institute;Urumqi 830011;China
..............page:1149-1152
Analysis of distortion of slope excavation based on ADINA
ZHANG Xiang-dong ZHANG Shu-kun College of Civil and Archifecture Engineering;Liaoning Technical University;Fuxin 123000;China YANG Kui-qing Highway Authority of Zaozhuang City;Zaozhuang 277100;China
ZHANG Xiang-dong ZHANG Shu-kun College of Civil and Archifecture Engineering;Liaoning Technical University;Fuxin 123000;China YANG Kui-qing Highway Authority of Zaozhuang City;Zaozhuang 277100;China
..............page:1153-1155
Suggested method for deformability test of layered rock masses
LI Di ZHANG Man WANG Zhi-wang Yangtze River Scientific Research Institute;Wuhan;430010;China
LI Di ZHANG Man WANG Zhi-wang Yangtze River Scientific Research Institute;Wuhan;430010;China
..............page:1156-1160
Test and analysis of evolution law and parameter of a finite characteristic ratio constitutive model
LI Zhang-ming~1 JU Hai-yan~
LI Zhang-ming~1 JU Hai-yan~
..............page:1161-1165
Research on temperature field monitoring and distribution rule of frozen sinking in deep expansive cohesive soil
WANG Wei-ming WU Ke-xin LU Lin-hai Shandong University of Science and Technology;Qingdao 266510;China
WANG Wei-ming WU Ke-xin LU Lin-hai Shandong University of Science and Technology;Qingdao 266510;China
..............page:1166-1169
Research on softening rule of direct shear strength parameters of soil of slide zone in Three-Gorge Reservoir Region caused by water
LI Wei-Shu~;XIA Ye~3;LE Jun-yi~
LI Wei-Shu~;XIA Ye~3;LE Jun-yi~
..............page:1170-1174
Safety Monitoring and stability analysis of surrounding rock and side slope for right bank diversion tunnels under construction of Jinping-1 Hydropower Project
HUANG Zhi-peng~;DONG Yan-jun~3
HUANG Zhi-peng~;DONG Yan-jun~3
..............page:1175-1178
Shear creep and long-term strength test research on unconformity plane
PANG Zheng-jiang HU Jian-min Rock Foundation division;Yangtze River Scientific Research Institute;Wuhan 430010;China
PANG Zheng-jiang HU Jian-min Rock Foundation division;Yangtze River Scientific Research Institute;Wuhan 430010;China
..............page:1179-1182
Two kinds of ways to research soil pressure
SONG Lin-hui MEI Guo-xiong ZAI Jin-min ZHOU Feng College of civil Engineering;Nanjing University of Technology;Nanjing 210009;China
SONG Lin-hui MEI Guo-xiong ZAI Jin-min ZHOU Feng College of civil Engineering;Nanjing University of Technology;Nanjing 210009;China
..............page:1183-1187
Foundation pit excavation monitoring and analysis in complicated environment
CHEN Sheng-dong~;JIAN Wen-bin~
CHEN Sheng-dong~;JIAN Wen-bin~
..............page:1188-1191
Study on anti-permeability performance of soil-cement
ZHANG Lei WANG Xiao-xue Department of Geotechnical Engineering;Tongji University;Shanghai 200092;China;YE Yong MA Jian-jun JIN Jian-min Construction Headquarters of Wenzhou Section of Zhu-Yong Expressway;Wenzhou 325100;China
ZHANG Lei WANG Xiao-xue Department of Geotechnical Engineering;Tongji University;Shanghai 200092;China;YE Yong MA Jian-jun JIN Jian-min Construction Headquarters of Wenzhou Section of Zhu-Yong Expressway;Wenzhou 325100;China
..............page:1192-1196
On characters of slope vibration due to traffic loads
FAN Xiu-feng JIAN Wen-bin Institute of Geotechnical and Geological Engineering;Fuzhou University;Fuzhou 350002;China
FAN Xiu-feng JIAN Wen-bin Institute of Geotechnical and Geological Engineering;Fuzhou University;Fuzhou 350002;China
..............page:1197-1201
Development of intelligent JRC measuring instrument
DU Shi-gui WANG Xiao-cui Zhejiang College of Construction;Hangzhou 311231;China
DU Shi-gui WANG Xiao-cui Zhejiang College of Construction;Hangzhou 311231;China
..............page:1202-1204
Measurement and analysis of three-dimensional geostress by hydraulic fracturing technique in Shenzheng Pumped Storage Power Station
LIU Yun-fang HANJ Xiao-yu LIU Yuan-kun Yangtze River Scientific Research Institute;Wuhan 430010;China
LIU Yun-fang HANJ Xiao-yu LIU Yuan-kun Yangtze River Scientific Research Institute;Wuhan 430010;China
..............page:1205-1210
Application of boring elastic modulus instrument to studying rock mass mechanical characteristics of central pier of permanent shipiock of TGP
LIU Yuan-kun YIN Jian-min AI Kai WU Ai-qing Yangtze River Scientific Research Institute;Wuhan 430010;China
LIU Yuan-kun YIN Jian-min AI Kai WU Ai-qing Yangtze River Scientific Research Institute;Wuhan 430010;China
..............page:1211-1214
Application of vibrating wire sensors to prestressed track beam testing technology of Shanghai electromagnetic levitation train
WANG Qing-biao WANG Wei-ming LU Lin-hai Shandong University of Science and Technology;Qingdao 266510;China ZHANG Feng Tai’an Construction Quality Supervision Station;Tai’an 271000;China NIU Jun City Construction Designing Institute of Tai’an;Tai’an 271000;China
WANG Qing-biao WANG Wei-ming LU Lin-hai Shandong University of Science and Technology;Qingdao 266510;China ZHANG Feng Tai’an Construction Quality Supervision Station;Tai’an 271000;China NIU Jun City Construction Designing Institute of Tai’an;Tai’an 271000;China
..............page:1215-1218
New theory of distinguishing slope stability——inherent frequency discrimination
CHEN Ling-ling GAO Ming’an QIAN Sheng-guo Yangtze River Scientific Research Institute;Wuhan 430010;China
CHEN Ling-ling GAO Ming’an QIAN Sheng-guo Yangtze River Scientific Research Institute;Wuhan 430010;China
..............page:1219-1222
Reliability study of landslide physical model monitoring based on non-metric digital camera
HU Xiu-wen;TANG Hui-ming;LI Jian-song
HU Xiu-wen;TANG Hui-ming;LI Jian-song
..............page:1223-1226
Application of elastic wave technique to acceptance check of foundation rock of Shuibuya Hydropower Station
WANG Fa-gang XIAO Guo-qiang ZHOU li-ming Yangtze River Scientific Research Institute;Wuhan 430010;China CHENG Xi-ling Comprehensive Management Center;Changjiang Water Resources Commission;Wuhan 430010;China
WANG Fa-gang XIAO Guo-qiang ZHOU li-ming Yangtze River Scientific Research Institute;Wuhan 430010;China CHENG Xi-ling Comprehensive Management Center;Changjiang Water Resources Commission;Wuhan 430010;China
..............page:1227-1230
Application and analysis of geostress measurement by multiple methods in a certain project
HAN Xiao-yu LIU Yuan-kun AI Kai Yangtze River Scientific Research Institute;Wuhan 430010;China
HAN Xiao-yu LIU Yuan-kun AI Kai Yangtze River Scientific Research Institute;Wuhan 430010;China
..............page:1231-1234
Application of sonic technology to monitoring shiplock slope unloading relaxation zone in Three Gorges Project
XIAO Guo-qiang WANG Fa-gang ZHOU Li-ming Yangtze River Scientific Research Institute;Wuhan 430010;China QIN Yi-bao Wenzhou Developing Limited Company;Wenzhou 325000;China
XIAO Guo-qiang WANG Fa-gang ZHOU Li-ming Yangtze River Scientific Research Institute;Wuhan 430010;China QIN Yi-bao Wenzhou Developing Limited Company;Wenzhou 325000;China
..............page:1235-1238
Characteristics and mechanism of Qianjiangping Landslide in Three Gorges Reservoir Area
LI Hui-zhong WANG Tuanle DUAN Wei-feng Three Gorges Institute of Survey and Reaserach;CWRC;Yichang 443003;China SUN Li-hua Tianjin Geological Investigation Institute;Tianjin 300191;China
LI Hui-zhong WANG Tuanle DUAN Wei-feng Three Gorges Institute of Survey and Reaserach;CWRC;Yichang 443003;China SUN Li-hua Tianjin Geological Investigation Institute;Tianjin 300191;China
..............page:1239-1244
Research on stability of spillway high slopes’of Shuibuya Hydropower Station
XU Jian-hua~;ZENG Xiang-hu~1;LI Jian-lin~2
XU Jian-hua~;ZENG Xiang-hu~1;LI Jian-lin~2
..............page:1245-1249
Stability analysis of high slope at Fuling Yangtze River bridge’s south leading road
HE Pei-tian Chongqing Rock Foundation Research Centor;Yangtze River Scientific Research Institute;Chongqing 400014;China
HE Pei-tian Chongqing Rock Foundation Research Centor;Yangtze River Scientific Research Institute;Chongqing 400014;China
..............page:1250-1254
Research on rule of surface displacement and mechanism of disturbance in Esat-main-shaft in Chengchao Iron Mine
WANG Jian WANG Yong-qing HE Feng WANG Xin-ting Chengchao Iron Mine;Wuhan Iron and Steel Minerals Ltd.;Ezhou;436051
WANG Jian WANG Yong-qing HE Feng WANG Xin-ting Chengchao Iron Mine;Wuhan Iron and Steel Minerals Ltd.;Ezhou;436051
..............page:1255-1260
Application of wet grinding superfine cement to seep proof screen of soil-rock cofferdam for Three Gorges Project
CHEN Hao Yangtze River Scientific Research Institute;Wuhan 430010;China
CHEN Hao Yangtze River Scientific Research Institute;Wuhan 430010;China
..............page:1261-1264
Testing and judgment of explosion vibration effect of Jiuhuashan Tunnel on Ming Dynasty Wall
BI Jia WANG Yuan TAN Yue-hu ZHENG Jing DUAN Jian-li Engineering Institute of Engineering Corps;PLA University of Science and techuology;Nanjing 210007;China
BI Jia WANG Yuan TAN Yue-hu ZHENG Jing DUAN Jian-li Engineering Institute of Engineering Corps;PLA University of Science and techuology;Nanjing 210007;China
..............page:1265-1267
Analysis and evaluation of tectonic stability of dam foundation
LI Jing-yi~;YAN Rui~3
LI Jing-yi~;YAN Rui~3
..............page:1268-1272
Analysis of causes to invalidate bored piles on a base of shallow mudstone in Nanning basin
YI Nian-ping ZHANG Xin-gui School of Civil and architectural Engineering;Guangxi University;Nanning 530004;China
YI Nian-ping ZHANG Xin-gui School of Civil and architectural Engineering;Guangxi University;Nanning 530004;China
..............page:1273-1276
On the falling mechanism and hazardness prevention and cure of the Baiyan crag
ZHANG Bao-jun ZUO Ming Yangtze River Scientific Research Institute;Wuhan 430010;China JIAO Fa-jie Three Goerges Exploration Survey Research Institute;CWRCY;Yichang 443002;China
ZHANG Bao-jun ZUO Ming Yangtze River Scientific Research Institute;Wuhan 430010;China JIAO Fa-jie Three Goerges Exploration Survey Research Institute;CWRCY;Yichang 443002;China
..............page:1277-1280
Strong wind at Turpan-Yuergou section of Nanjiang Railway and windbreak work for subgrade
HU Chang-hong Xinjiang Railway Survey and Design Institute;Urumqi 830011;China
HU Chang-hong Xinjiang Railway Survey and Design Institute;Urumqi 830011;China
..............page:1281-1285
Study of characteristics of deep-seated thick overburden in upper reservoir rockfill dam foundation of Baoqian Pumped Storage Power Plant
QI San-hong WANG Xue-chao ZHANG Shao-min Yellow River Engineering Consulting Corporation;Zhengzhou 450003;China
QI San-hong WANG Xue-chao ZHANG Shao-min Yellow River Engineering Consulting Corporation;Zhengzhou 450003;China
..............page:1286-1289
Research on design and application of root piles to Strengthening foundations
WANG Hui~;CHENG Jian-ping~1;QUEJin-sheng~1
WANG Hui~;CHENG Jian-ping~1;QUEJin-sheng~1
..............page:1290-1294
Investigation and analysis of deformations of supporting structures for foundation pits in Nanjing area
JIN Xue-lian FAN You-wei LI Chun-zhong Nanjing Institute of Surveying;Mapping & Geotechnical Investigation;Co.Ltd.;Nanjing 210005;China;LIU Zhi-ping The Development & Construction Headquarters for Hexi New City;Nanjing 210019;China
JIN Xue-lian FAN You-wei LI Chun-zhong Nanjing Institute of Surveying;Mapping & Geotechnical Investigation;Co.Ltd.;Nanjing 210005;China;LIU Zhi-ping The Development & Construction Headquarters for Hexi New City;Nanjing 210019;China
..............page:1295-1299