Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Building Science Research of Sichuan》 2003-03
Add to Favorite Get Latest Update

The nonlinear analysis of FEM on axial nail forces under piled bridge abutment

ZHANG Fan,CAO Zhen,HUANG Chong(Engineering Institute of PLA University of Science and Technology,Nanjing210007,China)  
A Threedimensional(3D)nonlinear finiteelement analysis is used to study the behavior of soil nailing constructed under a bridge abutment built on piles in a engineering case.The tensions of nails are simulated by beam elements.The staged excavation and retaining can also be simulated For finite element method is developed for the analysis of soil nailing,the soil constitutive law is chosen to analogize the behaviors of soil during excavation.Parametric studies are applied to examine the effects of several factors on strainstress performances of soil nailing.The predicted axial nail forces are compared with those measured insitu.At last two pieces of advance are given as a conference.
【CateGory Index】: U441
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 2 Hits
1 Chen Zhaoyuan et al . (241)[;Soil Nailing for Deep Excavation. Part 1 Construction Method[J];;1995-04
2 CHEN Jin jie 1,JIA Jin qing 2,ZHANG Ming ju 1 (1.Shijiazhuang Railway Institute ,Shijiazhuang 050043,China;2.Tsinghua University,Beijing 100084,China);Parametric studies on behaviors of soil nailing[J];Chinese Jounal of Geotechnical Engineering;2001-05
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Ji yuan ZHANG Zhi yong XING Zhong xing (Wuhan University of Hydraulic and Electric Engineering,Wuhan 430072,China);Multi-model Biot consolidation finite element method analysis[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-01
2 QIN Jie1,ZHU Jiong2,LI Jing-hua3 (1.School of Civil Engineering,Dalian University of Technology,Dalian 116024,China; 2.Pengcheng University,Xuzhou 221002,China; 3.Xuzhou Urban Plan Bureau,Xuzhou 221002,China);Combined bolting and shotcrete method in deep excavation[J];Building Science Research of Sichuan;2001-01
3 ZHU Lei1,2,KONG Sili3,HONG Baoning1,2(1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hehai University,Nanjing210098,China; 2.Geotechnical Research Institute,Hehai University,Nanjing210098,China;3.School of Civil Engineering & Architecture,Guizhou University,Guiyang550003,China);Numerical simulation for the pit of different retaining structures using ANSYS software[J];Sichuan Building Science;2009-01
4 LU Shi-hua;Research on Rheological Effect of Combined Foundations on Soft Soil Foundations[J];Journal of Anhui Vocational & Technical College;2009-02
5 GOU Zengyu et al.;The Nonlinear Rheological Constitutive Model and Parameters of High Moisture Q2 Loess[J];Underground Space;2001-02
6 PENG Mingxiang et al.;A Practical Calculation Method for Soil Nail Support[J];Underground Space;2001-S1
7 JIANG Wei et el.;Summary of Calculative Methods for Underground Construction[J];Underground Space;2002-03
8 ZHU He hua et al(12);FEA on Feasibility of the Supporting by Enclosing Piles with Pre-stressed Anchor[J];Underground Space;2003-01
9 GENG Da xin et al.;Mechanical Properties and Numerical Simulation of Sandwich Rock[J];Underground Space;2003-04
10 BI Ji-hong et al;Analysis on Pressure of Surrounding Rock of Tunnel with Different Shapes[J];Underground Space;2004-01
China Proceedings of conference Full-text Database 10 Hits
1 Peng Mingxiang~1 He Zhengyong~2 Yang Xiaohong~2 (1.Guangdong Electric Power Design Institute,Guangzhou 510600,China;2.Guizhou Province Geology and Mineral Bureau,Guiyang 553001,China;);A Practical Calculation Method for Soil Nailing Structure[A];[C];2005
2 Song Erxiang Dept.of Civil Engineering,Tsinghua University;FINITE ELEMENT ANALYSIS OF UNDERGROUND STRUCTURES[A];[C];1996
3 HUANG Tian-li, LOU Meng-lin, ZENG Xian-ming (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092; The 3rd Engineering Army Institute, General Staff PLA, Luoyang 471023);Finite Element Analysis for the Filling Clay Side Walls (Slopes) Failure Pattern Based on the Simulation Model Test[A];[C];2005
4 QI Zu-fang~1 TANG Zhong-min~2 JIANG Qing-hui~1 WEI Wei~1 PAN Shao-hua~1 (1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China; 2. Chengdu Hydroelectric Investigation and Design Institute, China Hydropower Consulting Group, Chengdu, Sichuan 610072, China);Finite element simulation of excavation and support of abutment slope at Dagangshan Hydropower Project[A];[C];2008
5 ZHOU Tai-quan HUA Yuan (School of Environmental and Civil Engineering, Jiangnan University, Wuxi 214122, China);Stability analysis of layered cutting slope soil nailing support structure based on strength reduction method[A];[C];2008
6 Fang Yingguang (Guangdong University of Technology Guangzhou 510090) Chen Youwen (South China University of Technology Guangzhou 510641) Huang Wenxing (Guangzhou Baiyun Institute of Architectural Design Guangzhou 510500);ANALYSIS FOR VISCO-ELASTIC STRESS AND DEFORMATION OF SURROUNDING ROCK OF TWO ADJACENT SHALLOW CIRCULAR TUNNELS UNDER GROUND LOAD[A];[C];1998
7 He Ruolan;Zhang Ping;Li Ning Xi'an University of Technology, Xi'an 710048 China;THE PRESENT STATE OF DESIGN METHODS FOR SOIL NAILING[A];[C];2002
8 Wu Lizhou;Huang Runqiu;Hu Ruilin National Laboratory of Geological Hazard Prevention and Geological Environment Protection Chengdu University of TechnologyChengdu,610069 Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029;DISCUSS OF ROADCUT SLOPE PROTECTIONOF EXPANSIVE SOIL[A];[C];2004
9 Liu Gang (College of Architecture and Civil Engineering, Chinese University of Mining and Technology, Xuzhou 221008 China);DISCUSIONS ON EVALUATION METHODS FOR THE SURROUNDING ROCK STABILITY OF UNDERGROUND ENGINEERING[A];[C];2006
10 YIN Ji~(1,2) GUAN Fei~(1,2) LI Xiang-fan~1 (1.Dept.of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200031,China);Displacement And Global Safety Of The Composite Soil Nail Wall Calculated By FEM[A];[C];2007
【Secondary Citations】
Chinese Journal Full-text Database 2 Hits
1 Zhang Mingju Song Erxiang (Tsinghua University ,Beijing 100084);A STABILITY ANALYSIS METHOD AND ITS APPLICATIONFOR SOIL NAILING IN EXCAVATION[J];ENGINEERING MECHANICS;1998-03
2 Zhang Mingju; Song Erxiang (Tsinghua University);ANALYSIS OF DEFLECTION BEHAVIOR OF SOIL NAILING BY FEM[J];;1999-06
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved