Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING》 1998-01
Add to Favorite Get Latest Update

Element free method and its application in geotechnique engineering

Zhou Weiyuan Kou Xiaodong (Department of Hydraulic Engineering,Tsinghua University,Beijing,100084)  
Element free method is well adopted to boundary value problems with complex boundary conditions. By this method, only nodal data is required, and no element connectivity is needed. This method has been developed by the authors for geotechnique problems. Its basic theory is moving least squares method. In this paper, the fundamental theory and some numerical examples are presented.
【Fund】: 国家自然科学基金 国家基础研究和应用基础研究重大项目资助
【CateGory Index】: O242.2
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 10 Hits
1 CHEN Xiaobo;LIU Xingwu;CAO Qian;DENG Hanwen;ZHOU Ting;ZHANG Jingyi;Hunan province Yanru Freeway Construction and Development Co. ,Ltd.;School of Traffic and Transportation Engineering,Changsha University of Science & Technology;;Comparative Analysis of High Cutting Slope Supporting Model Based on FLAC3D Finite Differential Method[J];公路工程;2014-01
2 LIU Quan-sheng;LIU Xue-wei;State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences;;Research on critical problem for fracture network propagation and evolution with multifield coupling of fractured rock mass[J];岩土力学;2014-02
3 DING Chong ZHANG Shi-min;On application of element-free method in stability project of soil slope[J];山西建筑;2011-08
4 DENG Zhong-min1,XU Shi-guang1,2,GUO Ting-ting1 (1.Kunming University of Technology;2.Yunnan Provincial Bureau of Geological Resource Exploitation,Kunming 650011,China);Summary of analysis & assessment methods of slope stability[J];矿业工程;2010-01
5 ZHANG Dunfu1,LI Shucai1,2,NIU Haiyan1,LI Xiaoqin1 (1. School of Civil Engineering,Shandong University,Jinan,Shandong 250061,China; 2. Research Center of Geotechnical and Structural Engineering,Shandong University,Jinan,Shandong 250061,China);INFLUENCE OF COUPLE STRESSES ON CRACK GROWTH AND ITS SCALE EFFECT[J];岩石力学与工程学报;2009-12
6 GAO Zhi-hua1,ZENG Hui-hui2,JIN Long3, LI Shuang-yang3(1.School of Civil Engineering,Chang′an University,Xi′an 710061,China;2.China Railway Northweat Research Institute Co.Ltd.,Lanzhou 730000,China;3.Cold and Arid Regions Environmental and Engineering Research Institute,Chinese Academy of Science,Lanzhou 730000,China);Application of Element-free Galerkin Method in Analysis of Nonlinear Heat Transfer in Embankment of the Qinghai-Tibet Railway[J];铁道学报;2009-03
7 DOU Ru-linga,ZHANG Wei-xingb (a.Civil Engineering Department of Feixian Campus of Qingdao Technological University,Feixian 273400,China;b.University Office,Qingdao Technological University,Qingdao 266033,China);Element-Free Galerkin Method(EFGM) for Symmetrically Laminated Composite Plate Bending Problems[J];青岛理工大学学报;2009-02
8 DOU Ru-linga,ZHANG Wei-xingb(a.School of Civil Engineering;b.Headmaster's Office,Qingdao Technological University,Qingdao,266033);New Calculation Method of Stability Problem of Symmetrically Laminated Plate[J];青岛理工大学学报;2009-01
9 XIA Yu ZHANG Zhong-qing LI Dong-yang ZHAO Xiao-lian(1.Civil and Architecture College,Guangxi University,Nanning 530004,China;2.Mechanics and Architecture Engineering College,China Mining Industry University,Beijing 100086,China;3.Environmental and Resources College,Guangxi University,Nanning 530004,China);Development of concrete dam construction simulation technology in China[J];人民长江;2008-11
10 DOU Ru-ling,ZHANG Wei-xing(College of Civil Eng.,Qingdao University of Technology,Qingdao,Shandong 266033,China);Application of the Element-free Galerkin Method (EFGM) in Buckling Problems of Symmetrically Laminated Plate[J];山东科技大学学报(自然科学版);2008-01
China Proceedings of conference Full-text Database 5 Hits
1 Cui Xiaoling Yang Jusheng (Xi'an University of Technology, Xi'an 710048);THE PRESENT SITUATION AND DEVELOPMENT FOR STRUCTURAL STRESS ANALYSIS[A];[C];2004
2 Zhang Yanjun;A New Numerical Method of Geotechnical Engineering:Fem-Efgm Coupled Method[A];[C];2003
3 Wang Yongjia Song Wenzhou (Resources and Civil Engineering College, Northeastern University, Shenyang 110006) ( Soft Brain Co. Ltd. , Tokyo, Japan);SOME THOUGHTS ABOUT DEVELOPMENT OF FEM PROGRAMMING IN ROCK MECHANICS[A];[C];1998
4 ZHOU Rui-zhong , ZHOU Xiao-ping, WU Chen (College of Civil engineering and Architecture, Fuzhou University, Fujian, Fuzhou 350002, China);THE DEVELOPMENT OF NUMERICAL METHOD:FROM CONTINUUM MODEL TO DISCRETE PARTICLE MODEL[A];[C];2005
5 Shen Ming, Hu Yunjin, Mao Genhai (East China Investigation and Design Institute 310014;College of Civil Engineering and Architecture, Zhejiang University 310027);Simulation of hydraulic fracturing of rock mass using element-free method[A];[C];2006
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 YUAN Rui-feng(Hunan Yongzhou Bureau of Highway,Yongzhou 425000,China);Analysis on the highway slope stability based on FLAC3D[J];山西建筑;2013-19
2 LIU Quan-sheng,LIU Xue-wei(State Key Laboratory of Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China);Preliminary research on numerical manifold method for temperature field of fractured rock mass[J];岩土工程学报;2013-04
3 ZHANG Yu-jun,XU Gang,YANG Chao-shuai (State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics, Chinese Academy of Sciences,Wuhan 430071,China);Finite element analysis of influence of fracture stiffness changing with stress on thermo-hydro-mechanical coupling in dual-porosity medium[J];岩土力学;2012-11
4 MA Wen-tao1,2,SHI Jun-ping1,LI Ning1(1.School of Civil Engineering and Architecture,Xi'an University of Technology,Xi'an 710048,China; 2.School of Mathematics & Computer Science,Ningxia University,Ningxia 750021,China);Coupling of level set and meshless method and its application to crack propagation[J];岩土力学;2012-11
5 YANG Yan1,2,CHANG Xiao-lin1,ZHOU Wei1,ZHOU Chuang-bing1(1.State Key Lab.of Water Resources and Hydropower Eng.Sci.,Wuhan Univ.,Wuhan 430072,China; 2.College of Water Resource and Architectural Eng.,Northwest A & F Univ.,Yangling 712100,China);Simulation of Hydraulic Fracturing of Fractured Rock Mass by PFC~(2D)[J];四川大学学报(工程科学版);2012-05
6 LIU Jian,CHEN Quan(State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics, Chinese Academy of Sciences,Wuhan 430071,China);Study of high-order numerical manifold method in viscoelastic creep of rock mass[J];岩土力学;2012-07
7 LIU Quan-sheng,KANG Yong-shui,HUANG Xing,XU Chao-zheng(State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics, Chinese Academy of Sciences,Wuhan 430071,China);Critical problems of freeze-thaw damage in fractured rock and their research status[J];岩土力学;2012-04
8 LIU Jian,CHEN Quan(State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics, Chinese Academy of Sciences,Wuhan 430071,China);A numerical manifold method for simulating creep of rocks[J];岩土力学;2012-04
9 YANG Fan1,ZHANG Zhen-nan2(1.Department of Civil Engineering,Shanghai University,Shanghai 200072,China; 2.School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiao Tong University,Shanghai 200240,China);Element Partition Method with Mohr-Coulomb Criterion for Simulating Joint Propagation Subjected to Confining Stress[J];上海大学学报(自然科学版);2012-01
10 LIU Changjun,DING Liuqian,NING Baohui,ZHANG Shunfu (China Institute of Water Resources and Hydropower Research,Beijing 100038,China);SIMULATION OF SEEPAGE FIELD FOR FRACTURED ROCK MASS BY ELEMENT FREE METHOD BASED ON LASER POINT CLOUD DATA[J];岩石力学与工程学报;2011-11
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 LI Guanglin;XI Baopin;CUI Jiming;College of Mining Engineering,Taiyuan University of Technology;Institute of Mining Technology,Taiyuan University of Technology;;Numerical Simulation Analysis of the Extension Evolution of Water Pressure Cracks Under Different Ground Stresses[J];矿业研究与开发;2017-10
2 YUAN Liang;Beijing Key Laboratory for Precise Mining of Intergrown Energy and Resources,China University of Mining and Technology(Beijing);School of Resource and Safety Engineering,China University of Mining and Technology(Beijing);School of Mining and Safety Engineering,Anhui University of Science and Technology;;Framework and key technologies of Internet of things for precision coal mining[J];工矿自动化;2017-10
3 ZHU Guang-li;ZHANG Wen-quan;ZHANG Gui-bin;WANG Shu-li;College of Mining and Safety Engineering, Shandong University of Science and Technology;State Key Laboratory of Mining Disaster Prevention and Control Co-Founded by Shandong Province and Ministry of Science and Technology,Shandong University of Science and Technology;;Experimental study on fault activation conducting water inrush[J];岩土力学;2017-11
4 ZHOU Hanguo;GUO Jianchun;LI Jing;FAN Zuosong;GAO Shuai;WANG Chang;LIU Zhen;State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation,Southwest Petroleum University;Manage Center of Oil and Gas Exploration of SINOPEC Shengli Oilfield Company;Research Institute of Geological Mechanics and Engineering,China University of Petroleum;Qingdao Metro Line Eight Co.,Ltd.;;A STUDY ON THE INFLUENCE RULE OF THE FRACTURE CHARACTERISTICS ON ROCK SEEPAGE CHARACTERISTICS[J];地质力学学报;2017-04
5 LIU Quan-sheng;JIANG Ya-long;HE Jun;Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province,School of Civil Engineering,Wuhan University;;Precision improvement methods and research trends of discontinuous deformation analysis[J];岩土力学;2017-06
6 FENG Zhixiu;LI Damao;YUAN Conghua;WU Zhenjun;Construction Group of Yunnan Highway Development and Investment Co.,Ltd.;Yunnan Xiaomo Expressway Extension Project Construction Headquarters;Yunnan Province Highway Investment and Development Co.,Ltd.;State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences;;Active Reinforcement Method for Highly Weathered Rock Slope Considering the Evolution of Rock Mass Strength[J];水利与建筑工程学报;2017-02
7 TAI Bowen;YUE Zurun;LIU Jiankun;SHEN Yupeng;TIAN Yahu;FANG Jianhong;School of Civil Engineering,Beijing Jiaotong University;School of Civil Engineering,Shijiazhuang Tiedao University;Insitute of Communications Science;;Analysis on Difference of Ground Temperature and Deformation Between Southern and Northern Sides of High-speed Railway Embankment in Cold Regions[J];铁道学报;2017-03
8 YANG Lei;Lanzhou Railway Design Institute Co.,LTD;;The Study of Slope Stability Analysis and Safety Protection Technology for Highway[J];公路工程;2017-01
9 XU Shuanhai;LI Ning;WANG Xiaodong;XU Ganggang;YUAN Kekuo;TIAN Yanzhe;WANG Liping;Institute of Geotechnical Engineering,Xi'an University of Technology;Xi'an Research Institute,CCTEG;State Key Laboratory of Frozen Soil Engineering,Northwest Institute of Eco-environment and Resources,Chinese Academy of Sciences;School of Civil Engineering,Lanzhou Jiaotong University;;Damage test and degradation model of saturated sandstone due to cyclic freezing and thawing of rock slopes of open-pit coal mine[J];岩石力学与工程学报;2016-12
10 XU Shuanhai;LI Ning;XU Ganggang;WANG Xiaodong;TIAN Yanzhe;YUAN Kekuo;WANG Liping;Institute of Geotechnical Engineering,Xi'an University of Technology;Xi'an Research Institute,CCTEG;State Key Laboratory of Frozen Soil Engineering,Northwest Institute of Eco-environment and Resources,Chinese Academy of Sciences;School of Civil Engineering,Lanzhou Jiaotong University;;Thermal transfer and heat balance of saturated rock under freezing-thawing environment[J];岩石力学与工程学报;2016-11
China Proceedings of conference Full-text Database 1 Hits
1 DING De-min~1,MA Feng-shan~1,ZHANG Ya-min~1,YANG Chang-xiang~2,JIA Gao-hua~2 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics, Chinese Academy of Sciences,Beijing 100029,China;2.Mining Area No.3, Jinchuan Group Co.Ltd.,Jinchang,Gansu 737100,China);Effect of Multi Step Back Filling of Steep Orebody on Ground Surface Subsidence[A];[C];2011
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved