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《Chinese Journal of Underground Space and Engineering》 2006-05
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ANSYS Analysis on Horizontal Deformation of Short Anti-sliding Pile in Soil Landslide

LEI Yong,ZHENG Ying-ren(Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China)  
Adopting ANSYS software attested by ISO 9000,in this paper,the horizontal deformation of three typical places on the super large diameter anti-pile is calculated and analyzed.Two understandings have been obtained,first,the design of pile with large deformation is extremely economical and second,the largest deformation of pile is located at the pressed edge and to take the deformation of pile at this place as deformation of super large diameter anti-pile is suitable.This conclusion has important guide significance for fixing the points in inspection of pile deformation.
【CateGory Index】: TU473.1
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【References】
Chinese Journal Full-text Database 3 Hits
1 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
2 Lei Yong~1,Xu Jian~2,Zheng Yingren~1 (1.Department of Architectural and Civil Engineering LEU,Chongqing 400041,China; 2.Quality Control Station of Jiangbei District in Chongqing,Chongqing 400000,China);Suitable Conditions Analysis of Short Anti-sliding Pile[J];Chinese Journal of Underground Space and Engineering;2010-S2
3 LEI Yong1,HAO JIANG-nan2,XIAO Qiang1 (1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;2.Guiyang Prospecting and Design Co.,Ltd.,Guiyang 550081,China);Inquiring some problem in high slope design[J];Chinese Journal of Geotechnical Engineering;2010-S2
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Zhao Shangyi1, Zheng Yingren1, Deng Weidong2 (1Department of Civil Engineering,Logistical Engineering University, Chongqing 400041 China) (2Chongqing Research Institute of Highway Science,The Ministry of Communications, Chongqing 400067 China);STABILITY ANALYSIS ON JOINTED ROCK SLOPE BY STRENGTH REDUCTION FEM[J];Chinese Journal of Rock Mechanics and Engineering;2003-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 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
2 Zhang Yanhui Li Yongsheng Zhang Dianan (General Ironmaking Plant of Angang Steel Co.,Ltd.);Experiment Study on Improving Dust Cleaning Efficiency of BF Coal Gas Gravity Dust Collector[J];Angang Technology;2007-06
3 WANG Jing-hui~1,SHEN Xiao-pu~(1,2),ZHANG Hong-ya~2(1.School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;2.Department of Civil Engineering,Anhui Institute of Architecture & Industry,Hefei 230022,China);Analysis and study of the very thin-walled light-gauge steel structural multiple story dwelling system[J];Journal of Anhui Institute of Architecture;2005-05
4 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
5 CHENG Xian-wen1,TAO Ling2,GUANG Qun2(1.The Institute of Architectual Design & Research,Bengbu 233000,China;2.School of Civil Engineer,Hefei University of Technology,Hefei 230009,China);Comparison of two methods for the analysis of laminated rectangular plate for the transverse-anisotropic and elastic media[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2007-01
6 LI Zhao-wen~1,WANG Ji-xian~1,XIA Xi-quan~1,WANG Wu-lin~2,LI Hong-liang~2(1.School of Engineering,Anhui Agricultural University,Hefei 230036;2.China Automotive Technology and Research Center,Tianjin 300162);Dynamic properties of engine oil pan[J];Journal of Anhui Agricultural University;2006-03
7 ZHANG Wei YU Yingxia(Henan University of Science and Technology,Luoyang 471003,China );The Strength Analysis and Transfer-Segment Design of Ring-stiffened Cylindrical Shells[J];Journal of Anyang Institute of Technology;2008-02
8 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
9 ZHAO Shang yi et al;Numerical Simulation Analysis for the Influence of Construction Process of Deep Cut Slop on Its Stability[J];Underground Space;2003-04
10 DAI Yong-hao1,CHEN Wei-zhong1,ZHU Wei-shen1,2(1.Key Laboratory of Rock and Soil Mechanics,The Chinese Academy of Science,Wuhan 430071,China;2.Research Center for Geotechnical and Structural Engineering,Shandong University,Jinan 250061,China);Optimization Study of Bolted Parameters in a Highway Rock Slope[J];Chinese Journal of Underground Space and Engineering;2007-04
China Proceedings of conference Full-text Database 10 Hits
1 Tan Xiaohui (Resource and Environmental Engineering College,Hefei University of Technology,Hefei 230009,China );Effects of Water Level's Change on Dam Slope Stability[A];[C];2004
2 Guo Yufei~1,Guo Xinhua~2 (1.China University of Geosciences,Beijing,100083; 2.Henan Scientific Academy of Land & Resources,Zhengzhou,450053);The Stability Evaluation and Control on Some Slope Geo-hazard in Sichuan Province[A];[C];2008
3 Guiyin Zeng1,Haibao Liu1,Sihua Zhang1,Jingying Tan2,Rui Zhang1(1.Key Laboratory of Bionic Engineering,Ministry of Education,Jilin University,Changchun 130025;2.Department of Mechatronics,Hunan Inst itute of Science and Technlogy,Yueyang 414000);Optimization Structure Design of Converging-diverging Tube Heat Exchanger[A];Chinese Society of Agricultural Engineering[C];2011
4 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
5 NING Yu,XU Wei-ya,ZHENG Wen-tang (Research Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China);Application in complicated high slope with strength reduction method based on discrete element method[A];[C];2007
6 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
7 YU Ying-xia,ZHANG Wei(School of Planning and Architectural Engineering of Henan University of Science and Technology,Luoyang 471003,China);The Establishment of FEM Model and Strength Analysis of Ring-stiffened Cylindrical Shells[A];[C];2010
8 LI Tonglu LI Ping (Department of Geological Engineering,Chang'an University,Xi' an 710054);REVIEW AND INTENTION ON THE CALCULATION AND DESIGN OF STABILIZING PILES[A];[C];2007
9 YAO Aijun~①SU Ning~(①②) LONG Limin~③(①Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,Beijing University of Technology,Beijing 100124) (②Beijing Senior International Engineering Project Management Company Limited,Beijing 100101) (③Leshan Municipal Engineering Corporation,Sichuan 614000);THE INTERNAL FORCE ANALYSIS AND DESIGN METHOD FOR ANTISLIDE PILE OF TYPICAL SOIL-ROCK COMPOUND SLOPE[A];[C];2010
10 Wang Ruifeng~1 Jia Lianguang ~1 Wu Liang~2 (1.School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China;2.Shenyang Radio and television University,Senyang 110003,China);Analysis on Performance of The Beam-Column Node of Cellular Steel Frame[A];[C];2010
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 LEI Yong1,ZHENG Ying-ren1,JIANG Wen-ming2(1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 2.Chongqing Geologocal Exploration Bureau);Monitoring and Analysis of Stress on Anti-slide Short Pile[J];Chinese Journal of Underground Space and Engineering;2007-05
2 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
3 LUAN Mao-tian~(1,2,3), HAN Li-juan~1, NIAN Ting-kai~(1,2), KONG De-sen~1 (1.Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, ering, Dalian University of Technology, Dalian 116024, China; 3.Institute of Rock and Soil Mechanics, The Academy of Sciences of China, Wuhan 430071, China);A Simplified Analysis of Interaction of Soils and Pile in Passive State[J];Journal of Disaster Pnevention and Mitigation Engineering;2004-04
4 Su Zhen-min;Experimental Research on Horizontally Loading of PHC Piles[J];Fujian Construction Science & Technology;2005-01
5 HONG Jia-bao,ZHANG Hua-hua,CHEN Liu-fen(College of Architectural Science and Engineering,Yangzhou University,Yangzhou,Jiangsu 225009,China);Behavior of PHC Pipe Pile Under Lateral Loading[J];Journal of Water Resources and Architectural Engineering;2007-04
6 HUANG Weida(Geotechnical Engineering Institute,Fujian Acedemy of Building Research,Fuzhou 350025);THREE-DIMENSIONAL FLAC~(3D) ANALYSIS OF BEHAVIOUR OF PASSIVE PILES SUBJECTED TO SURROUNDING SOIL MOVEMENT[J];Journal of Engineering Geology;2007-01
7 Li Haitao,Wu Quan,Lv Chunfeng(Shanghai BV Geotechnique Co.,Ltd.,Shanghai 201108,China);Research on the lateral bearing capacity of prestressed high-strength concrete pipe pile under different vertical load[J];Geotechnical Investigation & Surveying;2011-11
8 YIN Hua-wei,*YI Wei-jian,WEI Hong-wei(College of Civil Engineering,Hunan University,Changsha 410082,China);DYNAMIC NON-LINEAR ANALYSIS FOR LATERALLY LOADED PILES[J];Engineering Mechanics;2006-07
9 ZHOU Wan-qing1,CAI Jian2,LIN Yi-xi3,HUANG Liang-ji3(1.College of Civil Engineering & Architecture,China Three Gorges University,Yichang 443002,China;2.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,China;3.Zhuhai Municipal Construction Engineering Quality Supervision & Test Station,Zhuhai 519015,China);FEM analysis of prestressed high strength concrete pipe piles under vertical and lateral loads[J];Journal of Guangxi University(Natural Science Edition);2011-01
10 Lü Fanren(Department of Civil Engineering,Yangzhou Polytechnic College Yangzhou 252000)Chen Yunmin(Department of Civil Engineering,Zhejiang University Hangzhou 310027)Yin Jiming(College of Building Science and Engineering,Yangzhou University Yangzhou 225009);ANALYSIS OF VERTICAL LOAD CAPACITY OF BENT PILE[J];Industrial Construction;2006-05
【Secondary References】
Chinese Journal Full-text Database 6 Hits
1 Lei Yong~1,Xu Jian~2,Zheng Yingren~1 (1.Department of Architectural and Civil Engineering LEU,Chongqing 400041,China; 2.Quality Control Station of Jiangbei District in Chongqing,Chongqing 400000,China);Suitable Conditions Analysis of Short Anti-sliding Pile[J];Chinese Journal of Underground Space and Engineering;2010-S2
2 LEI Yong~1,LIU Chang-lin~2 (1.Department of Martial Architecture Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 2.Chongqing Hongcheng Real Estate Development Company,Chongqing 400000,China);Design Reasons about Quality Accident of Slope Engineering[J];Journal of Chongqing Jiaotong University(Natural Science);2011-S1
3 Yu Haijian1,Han Yanfeng1,Luo Lijuan 2,Huang Wei 3(1.China Communications First Design Institute of Navigation Engineering Co.,Ltd.,Tianjin 300222, China;2.School of Civil Engineering,Chang'an University,Xi'an 710061,China;3.College of Civil Engineering,Chongqing University,Chongqing 400045,China);Study on Contribution of Segmented Protection Wall to Vertical Bearing Capacity of Manual Digging Pile[J];Chinese Journal of Underground Space and Engineering;2013-04
4 Guo Qiankun;Su Bukun;Guangzhou Municipal Engineering Design and Research Institute;;Study on Road Cutting Slope Design in Mountain Area[J];Guangdong Architecture Civil Engineering;2013-11
5 LIU Zeng-han,YANG Jian,ZHOU Shi-cheng,FAN Yu-hang,LIANG Zhong-shan,ZHENG Zhi-rong (Mechanical Engineering College,Guangxi University,Nanning 530004,China);Dynamics Simulation Research on Soil-sugarcane-cutter Based on LS-DYNA[J];Agricultural Equipment & Vehicle Engineering;2010-05
6 LEI Yong1,HUANG Chen-zhong2,QIU Hong2(1.Department ofArchitectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;2.China Coal Technology & Engineering Group,Chongqing Design & Research Institute,Chongqing 400016,China);Influence of ultra-high rocky slopes on existing tunnels and countermeasures[J];Chinese Journal of Geotechnical Engineering;2012-S1
【Secondary Citations】
Chinese Journal Full-text Database 5 Hits
1 ZHANG Lu yu 1, ZHENG Ying ren 1, ZHAO Shang yi 1, SHI Wei ming 1 (1 Logistical Engineering University, Chongqing 400041,China);The feasibility study of strength-reduction method with FEM for calculating safety factors of soil slope stability[J];Journal of Hydraulic Engineering;2003-01
2 Zhu Dayong 1 Qian Qihu 1 Zhou Zaosheng 1 Zheng Huntai 2 ( 1 Nanjing Engineering Institute, Nanjing 210007 China) ( 2 Southwest Jiaotong University, Chendu 610031 China);TECHNIQUE FOR COMPUTING CRITICAL SLIP FIELD OF ROCK SLORE AND ITS APPLICATION TO DESIGN OPEN PIT SLOPE[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;1999-05
3 Wang Zaiquan(China University of Mining & Technology, Xuzhou 221008);PREDICTION OF DYNAMIC STABILITY AND ITS APPLICATION IN A SLOPE PROJECT[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;1998-02
4 Xu Dongjun1Chen Congxin1Liu Xiaowei1Shi Yongsheng2 (1 Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences,Wuhan430071China) (2 Guangdong Research Institute of Water Conservancy and Hydroelectricity,Guangzhou510610China);ON THE PREDICTION OF LANDSLIDE OF ROCK SLOPES[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;1999-04
5 ZHAO Shang yi,ZHENG Ying ren,SHI Wei min,WANG Jing lin (Logistical Engineering University, Chongqing 400041,China);Analysis on safety factor of slope by strength reduction FEM[J];Chinese Jounal of Geotechnical Engineering;2002-03
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