Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Journal of Underground Space and Engineering》 2013-03
Add to Favorite Get Latest Update

Large Deformation Meshing Technology for Soil around the Driven Pile Based on ALE Method

Wang Li,Wang Shimei(College of Civil Engineering & Architecture,China Three Gorges Univ.,Yichang,Hubei 443002,China)  
The working properties of pile is one of the most uncertain problems in geotechnical engineering.The main reason is that the change of physical condition and stress state of soil around the pile caused by piling is not clear,for a numerical simulation,we should consider the large deformation,the changes in boundary conditions and the contact problems about pile and soil.The general finite element method can not solve the large deformation problem,as the simulation of the actual situation is unable properly to handle boundary conditions and interface between the pile and soil.Calculation examples show that the ALE method(Arbitrary Lagrange Euler)based on ABAQUS is effective to simulate the change of soil stress during geotechnical penetrating,and the following conclusions have been drawn: ALE method can effectively avoid the mesh distortion by Lagrangian method in finite element analysis,as well as high distortion,this method gives result consistent with the actual one,it truly reflects the Elastic-plastic deformation of geotechnical project.The ALE method of ABAQUS can be applied to penetration problems in geotechnical engineering.Having a Finite element simulation of CPT(Cone Penetration Test) based on ALE method,it will give effective explanation to the CPT results.
【Fund】: 水利部公益性行业科研专项经费(201001008);; 三峡库区三期地质灾害防治重大科研项目(SXKY3-2-1);; 三峡大学研究生科研创新基金(2012CX023)
【CateGory Index】: TU473.1
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 5 Hits
1 Li yanling et al;Further Study on Mechanism of Static Sounding[J];Geotechnical Investigation and Surveying;1989-01
2 Zhou Hong Li Junfeng Wang Tianshu~(2)) (School of Aerospace,Tsinghua University,Beijing 100084,China);MESH UPDATE ALGORITHM IN ALE FINITE METHOD WITHIN FREE SURFACE FLOW[J];Chinese Journal of Theoretical and Applied Mechanics;2008-02
3 TANG Yan-chun,MENG Gao-tou (China University of Geoscience,the engineering college, Wuhan Hubei 430074,China);The Variated Rule of Soil Stress in CPTU Chamber Test[J];West-china Exploration Engineering;2004-01
4 MA Shu-zhi ,JIA Hong -biao,MENG Gao-tou (Engineering Faculty,China University of Geosciences,Wuhan430074,China);The FEM simulation of dynamic penetration process of CPTU[J];Rock and Soil Mechanics;2002-04
5 FAN Qing-lai1, 2, LUAN Mao-tian2, LIU Zhan-ge3(1.Key Laboratory of Geotechnical Engineering, Ludong University, Yantai 264025, China;2.State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China;3.China Communications Water Transportation Planning and Design Institute Co.Ltd, Beijing 100007, China);Numerical simulation of penetration resistance of T-bar penetrometer in soft clay[J];Rock and Soil Mechanics;2009-09
Chinese Journal Full-text Database 10 Hits
1 JIA Shan-po1,2,XU Cheng-xiang 1(1 School of Urban Construction,Yangtze University,Jingzhou 434023,China;2 Research Center of Geotechnical and Structural Engineering,Shandong University,Jinan 250061,China);Dynamic analysis of 3D liquid sloshing in container by the method of finite element[J];Journal of Ship Mechanics;2012-Z1
2 Ding Guohong;Analysis on Influence of Penetration Rate on Static Sounding Results of Sandy Soil[J];Urban Roads Bridges & Flood Control;2012-05
3 Ding Guohong;Experiment and Analysis on Influence of Penetration Rate on Static Sounding Results of Mucky Soil[J];Urban Roads Bridges & Flood Control;2012-06
4 An Yanyong1,2 Guo Yanmo3 Li Xiangfeng1,2 (1.Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education,Hohai University 2.Geotechnical Engineering Science Research Institute,Hohai University 3.Department of Architectural Engineering,Huanghuai University);Analysis of Pore Pressure Static Cone Penetration Test to determine Soft Clay Strength[J];Site Investigation Science and Technology;2009-03
5 QIN Hai-yi,WANG Yong-hui,CUI Zhen-shan;Comparative research on three kinematic description methods used in metal forming simulation[J];Die and Mould Technology;2010-01
6 ZHOU Hong1,WEI Qian2,LV Huaping1(1.Fuyang Datong Construction Engineering Testing Co.,Ltd,Hangzhou 311400,China; 2.Investigation and Design Institute of Hangzhou,Hangzhou 310012,China);Analysis of static pile pressure for statically pressed precast pile in silt zone[J];Journal of Nanchang Institute of Technology;2011-06
7 Hong Qin (Communications Bureau of Jurong City,Zhenjiang 212400,China);Application of PTC Pile with Cap Composite Foundation in Expressway Soft Ground Treatment for Highway Engineering[J];Modern Transportation Technology;2012-03
8 PAN Zhongwen 1, ZENG Yaoxiang 1 LIAN Yongzheng 1 XING Yufeng 2 1 Beijing Institute of Astronautical System Engineering , Beijing 100076, China 2 The Solid Mechanics Institute, Beihang University, Beijing 100191, China;REVIEWS IN STRUCTURAL DYNAMICS ANALOGY TECHNIQUE OF LAUNCH VEHICLE[J];Advances in Mechanics;2012-04
9 GUI Xiao-lan,ZHOU Dai,LI Jun-long(School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China);Wind Field Simulation and Fluid-Structure Interaction Problems Based on CFD Method[J];Journal of Shanghai Jiaotong University;2012-01
10 DING Quan-lin1,WANG De-guan1,WANG Ling-ling2 (1.Key Laboratory of Integrated Regulation and Resource Development on Shallow Lakes of Ministry of Education,Hohai University,Nanjing 210098,China;2.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China);LES of viscous liquid sloshing problem based on the LBGK method[J];Advances in Water Science;2009-05
China Proceedings of conference Full-text Database 1 Hits
1 Dai Yong-Sheng 1,2 Jiang Ming-Jing 1,2 Wang Xin-Xin 1,2 1 Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China 2 Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China;Numerical Analysis of Inclined Cone Penetration Test in Sand by DEM[A];[C];2012
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Static-Penetration Test Group;The experiment analysis about the mechanism of the static-penetration test in sand[J];;1984-01
2 Shi Minglei Deng Xuejun Zhang Bo(College of Transportation, Southeast University, Nanjing 210096, China);Study of pile shaft resistance in clayey soils[J];东南大学学报(英文版);2004-04
3 LI You ming (Nanning Architectural and Installational Engineering Company,Guangxi Nanning 530031,China);A discussion about the condition of stop pressing for piles with static pressure[J];Journal of Guangxi Institute of Technology;2002-03
4 Zai Jinmin Wang Wei Wang Xudong Qi Kejun Zhang Yunjun(College of Civil Engineering, Nanjing University of Technology Nanjing 210009);PREDICTION OF EXCESS PORE WATER PRESSURE RESULTED FROM STATIC PRESSED PILE AND TIME-DEPENDENT PILE ULTIMATE BEARING CAPACITY[J];Industrial Construction;2004-08
5 Liu Junlong(Fujian Architectural Design and Research Institute Fuzhou 350001);THE PILE DRIVING PRESSURE AND THE ULTIMATE BEARING CAPACITY OF PILE DRIVING BY STATIC FORCE[J];Industrial Construction;2005-02
6 LAN Si qing a, WANG Jian hua b (a.Civil Engineering Department, Nanping Teachers College, Nanping 353000,China; b. Shenzhen Xiepeng Engineering Reconnaissance Limited Company, Shenzhen 518026,China);An Analytical Solution of Cylindrical Cavity Expansion and its Application[J];Journal of Henan Institute of Education;2003-03
7 LIN Benhai~1, WANG Li~2 The Architectural Design and Research Institute of Guangdong Province, Guangzhou 510010, China; 2. The Civil Engineering and Architecture Society of Guangdong Province, Guangzhou 510010, China;Research on bearing capacity mechanism of statically pressed precast concrete piles[J];Journal of Building Structures;2004-03
8 Han Xuanjiang(Naming Architectural and Civil Engineering Institute);Experimental Research on Static Pressure and Bearing Capacity of Statically Pressed Piles[J];JOURNAL OF BUILDING STRUCTURES;1996-06
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved