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Calculation of Soil Pressure on Column-panel Structure Type Retaining Wall

Ye Xiaomin  
築ased on the principles of load -- releasing arch, the formula for calculation of soilpressure on the retaining wall with column panel structure. Calculation results show that the lateralpressure on the wall doesn't increase with the depth of its embedment linearily, which in consistence withthe practice. In this paper some parameters for this formula were analyzed. The influence of these pa-rameters on the soil pressure was pointed out.
【CateGory Index】: TU432
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【References】
Chinese Journal Full-text Database 10 Hits
1 GUO Yuancheng1,GUO Chengxiang2,YE Yongfeng3(1.School of Civil Engineering of Zhengzhou University,Zhengzhou 450001,China;2.Puyang College for Vocational Technology,Puyang 457000,China;3.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);The study of proper piles spacing in row piles retaining and protecting structure based on horizontal soil arching effects[J];Sichuan Building Science;2008-04
2 Wang Liming, Jiang Li(Northea st For estry University, Harbin 150040, P. R. China)Journal of Northeast Forestry Uni versity.;Application of Anchor Plate Retaining Wall with Temporary Pillar to Old Highway Reconstruction Engineering[J];Journal of Northeast Forestry University;2005-04
3 QIN Like① WANG Xiaomo① LI Yunzhang② (①Chang′an University,Xi′an 710064) (②Xi′an University of Architecture and Technology,Xi′an 710055);HORIZONTAL SOIL ARCH BASED CALCULATION OF EARTH PRESSURE ON SLAB BETWEEN TWO ADJACENT ANTI-SLIDE PILES[J];Journal of Engineering Geology;2009-02
4 YE Xiao ming, CHEN Jian feng, ZHANG Zhi hu (Faculty of Civil Engineering, Chongqing Jianzhu University, Chongqing 400045, China);Analysis on Pressure and Span of Retaining Slab of Column-Slab Structure[J];JOURNAL OF CHONGQING JIANZHU UNIVERSITY;2000-S1
5 DONG Jie1,ZHANG Yong-xing1,ZHAO Yan-xu2(1.College of Civil Engineering,Chongqing University,Chongqing 400030,P.R.China;2.China Railway No.21 Engineering Group Co.,Ltd.,Lanzhou 730000,P.R.China);Effective Unloading Area between Cantilever Piles[J];Journal of Civil,Architectural & Environmental Engineering;2009-01
6 Ye Xiaoming, Meng Fantao, Xu Nianchun (Institute of Civil Engineering, Chongqing University, Chongqing 400045 China);FORMATION CONDITION OF HORIZONTAL UNLOADINGARCH IN SOIL LAYER[J];Chinese Journal of Rock Mechanics and Engineering;2002-05
7 DONG Jie1,2,ZHANG Yong-xing2,HUANG Zhi-yun2(1.Third Railway Survey and Design Institute Group Corporation,Tianjin 300142,China;2.College of Civil Engineering,Chongqing University,Chongqing 400045,China);Study of earth pressure distribution of flexiboard sheet-pile walls used in reinforced fill foundation on ramp[J];Rock and Soil Mechanics;2010-08
8 LI Cheng-fang1,2,YE Xiao-ming1,XIONG Qi-dong2,WU De-lun 1(1.College of Civil Engineering,Chongqing University,Chongqing 400010,China;2.Chongqing Institute of Building Research,Chongqing 400015,China);Determination of suitable anchorhead spacing of prestressed anchor pile based on three-dimensional soil arching[J];Rock and Soil Mechanics;2011-03
9 LI Cheng-fang1,2,YE Xiao-ming1,LI You-wen3(1.College of Civil Engineering,Chongqing University,Chongqing 400010,China;2.Chongqing Institute of Building Research,Chongqing 400015,China; 3.Department of Mathematics,North University of China,Taiyuan 045100,China);Study of earth pressure of prestressed anchor pile considering soil arching[J];Rock and Soil Mechanics;2011-06
10 HUANG Zhi-yun1,2,ZHANG Yong-xing1,DONG Jie3(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Chongqing Engineering Vocational Institute,Chongqing 400037,China;3.School of Civil Engineering,Tianjin University,Tianjin 300072,China);Experimental study of soil arching and transfer behavior of earth pressure about sheet-pile walls[J];Rock and Soil Mechanics;2013-07
China Proceedings of conference Full-text Database 1 Hits
1 TONG Guangqin~1 SU Aijun~1 FENG Mingquan~2 (1,Yangtze River Water Resources Committee,Wuhan,Hubei 430011; 2,Ge otechnique Company,Yangtze River Water Resources Committee,Chongqing,401321);STRUCTURE DESIGN OF RETAINING BOARD OF SHEET-PILE RETAINING WALL[A];[C];2005
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Pei-sheng1,YIN Ke2(1.Metro Design and Research Institute,China Railway Eryuan Engineering Group Co.Ltd,Chengdu 610031,China;2.College of Civil Engineering,Chongqing University,Chongqing 400045,China);An Analysis Method of the Whole Working Course for the Force Transferring Mechanism in Fixed Segment of Tensile-type Anchor Bar[J];Chinese Journal of Underground Space and Engineering;2009-04
2 ZHENG Wei-feng1,2,JIA Jin-qing2(1.Engineering Mechanics Research Department,China Electric Power Research Institute,Beijing 100055,China;2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;);Numerical Simulation and Its Application to Prestressed Anchor Based on the Fast Lagrangian Analysis Method[J];Chinese Journal of Underground Space and Engineering;2009-S1
3 Zhao Chiyun (Dept. I of Civil Engineering, Beijing 100044);The Mechanisms of Prestressed Rockbolts Reinforcement[J];JOURNAL OF BEIJING INSTITUTE OF CIVIL ENGINEERING AND ARCHITECTURE;1999-02
4 LU Xia ling (China Conservancy and Hydropower Scientific Academy);Influence of Rock High Slope Explosive Excavation on Anchored Installations[J];BLASTING;2000-S1
5 JING Feng,CHENG Chuan-huan,YU Mei-wan,CHEN Hao,LIU Yuan-kun(Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan 430010,China);Load Distribution and the Law of Its Variation in the Inner Segment of Prestressed Anchor Cable[J];Journal of Yangtze River Scientific Research Institute;2011-05
6 ZHANG Jia-hong, LIU Zhi-bin and XIA Shi-fa China Institute of Water Resources and Hydropower Research;Pre-stressing reinforcement technology for the supporting structure of radial gate[J];Dam & Safety;2009-02
7 Li Youshen Wang Haigi Shao Ping (Department of Rear Seroice,Northeast China Institute of Electric Power Engincering,Jilin City 132012);Analysis of Force Feature and Bearing Capacity of Rock-soil Anchor's Foundation Based on Rock Mechanics[J];JOURNAL OF NORTHEAST CHINA INSTITUTE OF ELECTRIC POWER ENGINEERING;1998-01
8 Zheng Jing (Northwest Branch of China Acad. of Railway Sciences, Lanzhou 730000);DETERMINATION OF THE ULTIMATE BEARING CAPACITY AND SAFTY FACTOR IN TESTS OF PRESTRESSED AND WHOLE-SECTION GROUTED ANCHOR ROD[J];JOURNAL OF GEOLOGICAL HAZARDS AND ENVIRONMENT PRESERVATION;1998-04
9 ZHENG Weifeng SHAO Longtan JIA Jinqing(1.Engineering Mechanics Research Department,China Electric Power Research Institute,Beijing 100055,China;2.State Key Laboratory of Structural Analysis for Industrial Equipment,Dalian University of Technology,Dalian 116024,China;3.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);Application of stress distribution to bonded section in priestesses anchor for deep foundation pit[J];Journal of Liaoning Technical University(Natural Science);2008-06
10 Sheng Hongguang et al.;Design and Construction of Compression-dispersion Removable Anchors[J];Geotechnical Investigation & Surveying;2004-04
China Proceedings of conference Full-text Database 6 Hits
1 Chen Xinnian Xi Jiami (School of Architecture and Civil Engineering,Xi'an University of Science and Technology,Xi' an,710054,Shaanxi,China);The Analysis on Mechanical Properties of Bolting Action and the Study on Yield Experiment[A];[C];2009
2 Zhang Yong (The 3rd Scientific Research Institute of Engineering Corps under the General Staff,PLA,Luoyang 471023,PRC);The Use of the Pretressed Anchor Rope in the Level Chambers of the Coal Mine[A];[C];1995
3 Wang Taiheng (China Water Conservancy and Hydropower Foundation Engineering Bureau,Tianjin 301700);THE APPLICATION OF LARGE TONNAGE PRESTRESSED ANCHOR ROPE IN THE CONSTRUCTION OF DAM REINFORCEMENT[A];[C];1997
4 Zhang Yong Li Maosheng Liu Jianwu (The Third Institute of the Engineers,Luoyang 471023);APPLICATION OF FREELY PRESTRESSED ANCHORAGES IN SLOPE STABILIZATION OF SHENZHEN AIRPORT[A];[C];1997
5 SHEN Jun~(1,2),ZHANG Xiang-yang~2,ZHANG Yong~2,ZHANG Fu-ming~2 (1.University of Mining and Technology of China,Beijing 100083,China; 2.The Scientific Research Institute of the Corps of Engineers of PLA,Luoyang 471023,China);Application and Reinforcement Effect of Pre-stressed Anchor Cable Used in Unsteady Slope and Tunnel Fast Maintenance[A];[C];2007
6 WU Yan-feng,ZHANG Dun-fu,ZHANG Bo,ZHU Wei-shen (School of Civil and Hydraulic Engineering,Shandong University,Jinan 250061,China);Analysis of shear stress near anchorage interface of tensile-type anchor with couple stress theory[A];[C];2013
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 GUO Yuancheng1,GUO Chengxiang2,YE Yongfeng3(1.School of Civil Engineering of Zhengzhou University,Zhengzhou 450001,China;2.Puyang College for Vocational Technology,Puyang 457000,China;3.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);The study of proper piles spacing in row piles retaining and protecting structure based on horizontal soil arching effects[J];Sichuan Building Science;2008-04
2 WANG Li-tao (Dept. of Mech.Engn. , Anhui University of Technology and Science, Wuhu 241000,China);Application skills of ANSYS——a general finite element analysis software package[J];Journal of Anhui University of Technology and Science;2003-03
3 TANG Shumin et al. [;A Study on Combined Application of Active and Passive Anchors in Slope Strengthening[J];Underground Space;2001-01
4 ZHANG Jinmin et al;Experimental Study on Soil Stress of Holding Sheet for Supporting System of Pile[J];Underground Space;2002-01
5 XU Ming et al.;Forecast of Bolt Bearing Capacity Using Gray System[J];Underground Space;2003-04
6 YAO Yan ming et al.;Influence of Brace Stiffness and Pre-axial Force on the Deformation and Internal Force of Foundation Pit[J];Underground Space;2003-04
7 YANG Jing;Primary Study on Pile-soil Mass Interaction[J];Underground Space;2004-03
8 WANG Shi-chuan,LING Jian-ming(Department of Road and Airport Engineering,Tongji University,Shanghai 200092);Nonlinear Analysis of Active Earth Pressure on a Rigid Retailing Wall[J];Chinese Journal of Underground Space and Engineering;2006-02
9 WANG Kai~1 ZHENG Ying-ren~1 WANG Qi-hong~2 YI Peng-ying~2 LI Qing-yu~2 WEI You-yong~2 HE Tao~2 (1.Logistic Engineering University,Chongqing 400041,China;2.Chongqing Bureau of reconnaissance & Exploitation of Geology & Mine,Chongqing 400042,China);Pilot Study on Advantage of the Trussed Slide-Resistant Pile[J];Chinese Journal of Underground Space and Engineering;2008-03
10 GENG Jian-xun,GENG Yong-chang,ZHANG Ke-xu(Harbin Institute of Technology,Harbin 150090);Application of Horizontal Arching Effect in Retaining Pile Design[J];Chinese Journal of Underground Space and Engineering;2009-04
China Proceedings of conference Full-text Database 1 Hits
1 Yang tao;Zhou Depei;Zhou yinghua Geotechnical Eng.Dep.of Southwest Jiaotong University,Chengdu 610031,China;THE SLOPE DISEASE IN EXCAVATION OF HIGH SLOPE ANALYSES BY FLAC~(3D)[A];[C];2004
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 GUO Yuancheng1,GUO Chengxiang2,YE Yongfeng3(1.School of Civil Engineering of Zhengzhou University,Zhengzhou 450001,China;2.Puyang College for Vocational Technology,Puyang 457000,China;3.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);The study of proper piles spacing in row piles retaining and protecting structure based on horizontal soil arching effects[J];Sichuan Building Science;2008-04
2 WANG Yuxiang,FENG Yong,ZHENG Wenying(College of Water Conservancy and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052,China);Analysis on deformation of row piles under horizontal loads[J];Sichuan Building Science;2012-02
3 QIN Yan-ting,WANG Shi-jie,DU Guang-qian,ZHU Chang-zhi(College of Urban and Rural Construction,Agricultural University of Hebei,Baoding 071000,China);Determination of spacing between anchored piles in row for deep foundation pit[J];Journal of Agricultural University of Hebei;2012-03
4 Wang Liming, Jiang Li(Northea st For estry University, Harbin 150040, P. R. China)Journal of Northeast Forestry Uni versity.;Application of Anchor Plate Retaining Wall with Temporary Pillar to Old Highway Reconstruction Engineering[J];Journal of Northeast Forestry University;2005-04
5 Tan Yizhong1,Liu Yuanxue1,Zhou Jiawu1,Chen Xiaoliang2(1.Dept.of Architecture & Civil Engineering,LEU,Chongqing 401311,China; 2.Unit 73846 of PLA,Nanjing 211802,China);The Proper Driving Footage in the Jump-Driving Method for Single-Sided Tunnel Extension[J];Chinese Journal of Underground Space and Engineering;2013-01
6 QIANG Yue 1,2,ZHAO Ming-jie 1,LI Li 2,SUN Xiao 1(1.Hohai College,Chongqing Jiaotong University,Chongqing 400074,China;2.College of Civil Engineering,Chongqing Three Gorges University,Chongqing 404000,China);Status of Research and Prospect of Paneled Sheet Pile Wharfs[J];China Harbour Engineering;2013-02
7 Li Chengfang1,2,Xiong Qidong2,Kong Fanlin2(1 College of Civil Engineering,Chongqing University,Chongqing 400010,China; 2 Chongqing Institute of Building Research,Chongqing 400015,China);Experimental research and numerical analysis of three-dimensional soil arching effect on anchor piles[J];Building Structure;2011-10
8 Li Chengfang1,2,Ye Xiaoming1,Xiong Qidong2,Li Xin2(1 College of Civil Engineering,Chongqing University,Chongqing 400010,China; 2 Chongqing Institute of Building Research,Chongqing 400015,China);Study on calculation mode of soil pressure for pre-stressed anchor piles[J];Building Structure;2011-10
9 DONG Jie1,ZHANG Yong-xing1,ZHAO Yan-xu2(1.College of Civil Engineering,Chongqing University,Chongqing 400030,P.R.China;2.China Railway No.21 Engineering Group Co.,Ltd.,Lanzhou 730000,P.R.China);Effective Unloading Area between Cantilever Piles[J];Journal of Civil,Architectural & Environmental Engineering;2009-01
10 WANG Gui-lin1a,1b,FAN You-quan1a,1b,2,ZHANG Yong-xing1a,1b,DONG Jie1a(1a.College of Civil Engineering;1b.Key Lab of Chinese Education Ministry for Construction and New Technology of Mountain Cities,Chongqing University,Chongqing 400045,P.R.China;2.Chongqing Gaoxin Institute of Investigation and Design of Geotechnical Engineering,Chongqing 400042,P.R.China);Time Effect Experimental Analysis of the Soil Arch Effect of Anti-sliding Pile[J];Journal of Civil,Architectural & Environmental Engineering;2011-02
China Proceedings of conference Full-text Database 1 Hits
1 LUO Xingwen,YAO Hailin,YANG Mingliang (State key laboratory Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences Wuhan,Hubei 430071,China);CALCULATION METHOD AND CONSTRUCTION CONTROL OF ANCHOR PILE PLATE WALL IN HIGH SUBGRADE[A];[C];2010
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