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《Subgrade Engineering》 2010-04
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Landslide Treatment with Micro Steel Tube Pile and Theoretical Analysis

XIAO Chun-jin(Hubei E'xi Geological Engineering Survey Institute,Yicang 443100,Hubei,China)  
Combined with geological structural characteristics of landslide in Changyang Hongyanxi,micro steel tube pile design is improved in slope treatment engineering and the anti-slide mechanism of micro steel tube pile is discussed.Through design and calculation,it is proven that micro steel tube pile is effective in landslide treatment.For the theory of anti-slide mechanism of micro steel tube pile has not been matured,this paper analyzes the stability of micro steel tube pile reinforced slope through comparison of two calculation methods.It is indicated from the result that method of analogue is proper for micro steel tube pile design.
【CateGory Index】: TU476
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【Citations】
Chinese Journal Full-text Database 9 Hits
1 LU Yingfa1,2,LIU Defu1,WU Yanchun2,SHAO Jianfu3(1.Key Laboratory of Geological Hazards on Three Gorges Reservoir Area,Ministry of Education,China Three Gorges University,Yichang,Hubei 443002,China;2.College of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan,Hubei 430074,China;3.Department of Civil Engineering,University of Sciences and Technologies of Lille,Lille,59655,France);NUMERICAL SIMULATION OF ORTHOTROPIC ANISOTROPIC DAMAGE CONSIDERING ROCK-WATER INTERACTION[J];Chinese Journal of Rock Mechanics and Engineering;2007-02
2 LU Yingfa1,2,ZHOU Shengpei1,LUO Xianqi2,WU Yanchun1(1.College of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan,Hubei 430074,China;2.Key Laboratory of Geological Hazards on Three Gorges Reservoir of Ministry of Education,China Three Gorges University,Yichang,Hubei 443002,China);EVALUATION OF EFFECTS OF SEEPAGE ON LANDSLIDE REINFORCED BY ANTI-SLIDING PILES[J];Chinese Journal of Rock Mechanics and Engineering;2007-09
3 LU Yingfa,YANG Liping,CHEN Gaofeng,LUO Xianqi(Key Laboratory of Geological Hazards on Three Gorges Reservoir Area,Ministry of Education,China Three Gorges University,Yichang,Hubei 443002,China);RESEARCH ON ELASTIC TENSOR RESOLUTION IN STRATIFIED GEOMATERIAL AND ITS APPLICATION[J];Chinese Journal of Rock Mechanics and Engineering;2008-05
4 LU Ying-fa 1, CUI Yu-jun 1, YAO Hai-lin2, CHAI Hua-you2 (1. Ecole Nationale des Ponts et Chaussées de France; 2. Institute of Rock and Soil Mechanics, The Academy of Sciences, Wuhan 430071, China);Seepage properties of non-saturated soils in vadose zones and soil-surface model[J];Rock and Soil Mechanics;2003-S2
5 WANG Liang-qing1,2,TANG Hui-ming2,HU Xin-li2,LIANG Ye2(1.Institute of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China;2.Engineering Faculty,China University of Geoscienses,Wuhan 430074,China);Application of residual pushing force curve to reservoir landslide anti-slide pile design[J];Rock and Soil Mechanics;2005-12
6 WANG Hong, LI Zhi-ming, WANG Lin, LIU Bao-guo (Department of Naval and Civil Architecture Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, China);Nonlinear analysis of carrying capacity of a large diameter steel pipe pile[J];Rock and Soil Mechanics;2005-S1
7 LU Ying-fa~(1,2) ZHOU Sheng-pei~1 Tian Bin~2 SHAO Jian-fu~3 (1.College of Civil Engineering and Mechanics,Huazhong University of Science and Technolog,Wuhan 430074,China; 2.College of Civil and Hydropower Engineering,China Three Gorges University,Yichang 443002,China; 3.University of Sciences and Technologies,Lille 59450,France);Energy principle of rock and water interaction and Biot coefficient[J];Rock and Soil Mechanics;2005-S2
8 LIU Kai,LIU Xiao-li,SU Yuan-yuan(College of Environmental Science and Engineering,Ocean University of China,Qingdao 266100,China);Research on application development of anti-slide micropiles[J];Rock and Soil Mechanics;2008-S1
9 YANG Yu-wen (Wuhan Geotechnical Engineering and Surveying Institute, Wuhan 430022, China);Applicability of computational methods for soil-nailing walls[J];Rock and Soil Mechanics;2009-11
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHUANG Xin-shan~(1,2),ZHU Rui-geng~1,ZHAO Xi~2(1.Wuhan University of Technology,Wuhan 430070,China;2.Hubei University of Technology,Wuhan 430068,China);Study on the limit analytic method determinate soil layer anchor supporting capacity[J];Building Science Research of Sichuan;2005-04
2 GUO Youlin,RUAN Yongfen (Department of Civil Engineering,School of Architecture,Science and Technology Institute of Kunming,Kunming 650224,China);Pre-stressed anchor cable anti-slippery pile computation analysis[J];Sichuan Building Science;2008-02
3 ZHANG Li1,XU Zhaoyang1,2(1.College of Architectural Science & Engineering,Yangzhou University,Yangzhou 225009,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Security analysis & design method of soil nailing and bolting support[J];Sichuan Building Science;2009-05
4 TANG Zhengguang 1,XU Zemin1,YANG Chunzhen2,ZHAO Huimin1(1.Kunming University of Science and Technology,Kunming 650224,China;2.Yunnan 198 Geology Team Prospect for Coalfield,Kunming 650000,China);The contrast analyse for distortion destroy and reinforce process of one slope[J];Sichuan Building Science;2010-03
5 FANG Cong-yan(Wuhu Vocational Institute of Technology,Wuhu 241000,China);Analysis of the uplift Mechanism of bolt-grouting body based on finite difference[J];Journal of Anhui University of Technology and Science(Natural Science);2007-03
6 HUANG Yi,WANG Jian-guo(School of Civil Engineering,Hefei University of Technology,Hefei 23009,China);The study on visual program design of the anti-slide pile[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-01
7 LIN Lusheng et al.;Calculation and Analysis of the Thrust of Landslide on Anti-sliding Pile with Anchoring Ca-ble and the Diagram of Its Distribution[J];Underground Space;2001-S1
8 RUAN Chang qin;Discussion on Some Problems in Design of Steel-tube Piles[J];Underground Space;2003-01
9 LEI Yong,ZHENG Ying-ren(Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China);ANSYS Analysis on Horizontal Deformation of Short Anti-sliding Pile in Soil Landslide[J];Chinese Journal of Underground Space and Engineering;2006-05
10 LEI Yong1,ZHENG Ying-ren1,CHEN Ke-qin2 (1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 2.Chongqing Building Administrative Bureau of Dadukou District,Chongqing 400084,China);Inquiring the Concept and Loading Influence of Short Anti-sliding Pile[J];Chinese Journal of Underground Space and Engineering;2009-03
China Proceedings of conference Full-text Database 10 Hits
1 NIAN Ting-kai~1,LUAN Mao-tian~1,YANG Qing~1,JIANG Jing-cai~2 (1.School of Civil and Hydraulic Engineering and State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology,Dalian 116024,China;2.Department of Civil and Environmental Engineering,The University of Tokushima,Japan);Stability analysis of slope reinforced with piles by using strength reduction FEM[A];[C];2007
2 LIU Huan-bin,YAN E-chuan,WU Yi-ping,ZHANG Yong-yi (Faculty of Engineering,China University of Geosciences,Wuhan 430074,China);A compatible distortion method of cable in structure of pile-anchor[A];[C];2007
3 XU Jun~1 XU Guangli~2 ZHANG Biyong~1 (1.Graduate School,China University of Geosciences,Wuhan,Hubei 430074; 2,Faculty of Engineering,China University of Geosciences,Wuhan,Hubei 430074);INTERNAL FORCES CALCULATION OF ANTI-SLIDING PILES THROUGH FINITE DIFFERENCE BASED ON 'M' TETHOD[A];[C];2005
4 HAN Shang-yu~(1,2) ZHU Lei~(1,2) HONG Bao-ning~(1,2) WEI Hao~(1,2) (1. Key Laboratory for Geomechanics and Embankment Engineering Education Ministry, Hohai University, Nanjing 210098, China; 2. Research Institute of Geotechnical Engineering, Hohai University, Nanjing 21098, China);New anti-pullout test system of bolt-grouting body and its application[A];[C];2008
5 Lv Mei-jun,Yan E-chuan (Engineering Faculty,China University of Geosciences(Wuhan),Wuhan 430074,China);Study on Distribution Laws of Landslide-thrust in Double-row Embedded Anti-slide Piles[A];[C];2005
6 Jia Jinqing Chen Guozhou Meng Xiangbo ( State Key Laboratory of Coastal and Offshore Engineering of Dalian University of Technology, Dalian, 116024, China; Communications Institute of Ludong University, Yantai, 264025, China);BEAM-SPRING FEM ANALYSIS OF PRESTRESSED ANCHOR FLEXIBLE RETAINING WALL[A];[C];2006
7 Wang Lei Zhao Fasuo Wang Yanting (School of Geological Engineering and Surveying Engineering, Chang'an University, Xi'an 710054);STUDY ON THE OPTIMIZATION DESIGN TO FORCE OF ANCHOR BASED ON THE LOWEST ENGINEERING COST OF THE ANCHOR ANTI-SLIDE PILE[A];[C];2006
8 Kong Weixue Rui Yongqin Huang Xiaoyan Cheng Xingtao Liu Feng Yuan Zhen (Northeastern University, Shenyang 110004; National University of Defense Technology, Changsha 410073; Changsha University of Science and Technology, Changsha 410076);Study on model test of landslide mechanics and engineering design of anti-slide pile in Changsha G107 and G319 circling city expressway of national highway[A];[C];2006
9 ;Mechanical Characteristics of Gas in Non-saturated Soil Mass[A];[C];2006
10 ZHANG Fei LI Chang-ruing WANG Jie (Department of civil engineering,Shenyang Jianzhu University,Shenyang,110168,China);MEASURES OF ENHANC THE SLOPE STABILITY[A];[C];2007
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 YANG Yu-wen(Wuhan Geotechnical Engineering and Surveying Institute,Wuhan 430022);Reliabilition Estimate on Safety of Soil-Nailed Wall in Three Dimensional Limit Analyses[J];;2005-S1
2 YANG Yu-wen,WU Xian-gan,LIN Ke,LIU Xiu-ping (Wuhan Geotechnical Engineering and Surveying Institute,Wuhan 430022,China);Field Observations on Soil-Nailed Wall and Its Failure Behavior Investigation[J];Chinese Journal of Underground Space and Engineering;2006-03
3 GAO Yongtao, ZHANG Youpa, WU Shunchuan Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China;Mechanism Analysis of Anti-sliding Piles in Soil Slope[J];Journal of University of Science and Technology Beijing;2003-02
4 JIANG Chunlin,WU Shunchuan,WU Chengxia,JIN Aibing,ZHANG Youpa Civil and Environmental Engineering School,University of Science and Technology Beijing,Beijing 100083,China;Reinforcement of a revivatory ancient landslide and mechanism of mini-type anti-sliding piles[J];Journal of University of Science and Technology Beijing;2007-10
5 HUANG Xiao hua (Chongqing Dadi Landslide Engineering Co.Ltd,Chongqing 400015,China);The Light retaining Structures for Controlling Damaged Highway Slope[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1999-03
6 Yang Yuwen et al.;Analysis on Ultimate Equilibrium of Earth Nail Bracing during Deep Foundation pit Excavation[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;1998-06
7 HE xiao-hong;LUO zhi-qiang Guangdong Provincial Qinyuan City Highway, Quiyuan 511515, China; Faculty of Construction, Guangdong University of Technology, Guangzhou 510090, China;Design and Construction Study for Highway Slope Slip Resistance Pile[J];Journal of Guangdong University of Technology;2003-03
8 Lü Fanren\ Chen Yunmin\ Mei Yingbao(Department of Civil Engineering,Zhejiang University\ Hangzhou\ 310027);RECENT STUDY AND FORCAST OF RESEARCH ON MICROPILE[J];Industrial Construction;2003-04
9 Zou Yneqtang;Li Bin;THE STUDY ON CONTROLLING LANDSLIDES WITH ROOT PILES[J];JOURNAL OF HEFEI UNIVERSITY OF TECHNOLOGY(NATURAL SCIENCE);1994-01
10 GE Yan-feng(College of Architecture,North China University of Technology,Beijing 100041,China)WANG Zhi-wei(Xincheng Construction Supervision & Consulting Co.,Ltd.,Beijing 100814,China);Field Test and Analysis of Performance of Composite Soil Nail Retaining with Miniature Steel Tube Stake[J];Building Science;2008-01
China Proceedings of conference Full-text Database 1 Hits
1 LU Ying-fa, TIAN Bin,YU Tian-tang, SHAO Jian-fu (School of Civil Engineering, Huazhong University of Science and Technology, Wuhan 430074, China; College of Civil and Hydroelectric Engineering, China Three Gorges University, Yichang 443002, China; College of Civil Engineering, Hohai University, Nanjing 210098, China; University of Sciences and Technologies of Lille, Lille 59450, France);EXPERIMENTAL STUDY ON MECHANICAL BEHAVIORS OF SATURATED ROCK UNDER DIFFERENT LOADING PATHS[A];[C];2005
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