Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Tongji University》 1985-04
Add to Favorite Get Latest Update

The Finite Element Method for Determining the Initial Earth Stress by Displacements in Surrounding Rock

Yang Linde Huang Wei Wang Yu  
The finite element method is used in this paper to determine the initial earth stress by displacements in surrounding rock around an excavation, including the linear elastic and elasto-plastic problem. Not only the calculation theorem and formulae, but also the flow chart for nonlinear plane strain problem and example of verification are in it, which can be used in practice.The main features of this method are as follows:1. One can use in calculation the displacement information that can be got easily through in-situ measurements;2. It can be used for any shape excavation and at any excavating stage;3. It can eliminate the effects of spacial action induced by excavation;4. It can determine the initial tectonic stress independently (namely, not with the gravitational stress), because of which one can determine the initial earth stress distribution more accurately.In addition, this method has also considered the way that can enhance the calculation accuracy by using the statistics theorem.
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 9 Hits
1 HUANG Guang-ming~(1,2),LI Yun~(1,3),GU Chong-shi~1,ZHU Guo-jin~3(1.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;(2.Yunnan) Huaneng Lancang River Hydropower Co.,LTD.,Kunming 650011,China;3.Kunming Investigation Design and Research Institute,China Hydropower Engineering Consulting Group Co.,Kunming 650051,China);Retrieval of transversely isotropic viscoelastic parameters for RCC dams[J];Hydro-Science and Engineering;2006-04
2 Xu Riqing;Yang Linde(Department of Ceotechnical Engineering, Tongji University,Shanghai,200092);Forcast with Information of Excavation[J];JOURNAL OF TONGJI UNIVERSITY;1996-05
3 Lu Aizhong Jiang Binsong You Chun'an (Shandong Institute of Mining and Technology);STUDY ON RANGE OF MESH ABOUT FINITE ELEMENT FOR BACK ANALYSIS OF DISPLACEMENT[J];;1999-01
4 FENG Xiating,ZHOU Hui,LI Shaojun,CHEN Bingrui(State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China);INTEGRATED INTELLIGENT FEEDBACK ANALYSIS OF ROCK MECHANICS AND ENGINEERING PROBLEMS AND ITS APPLICATIONS[J];Chinese Journal of Rock Mechanics and Engineering;2007-09
5 Yang Linde, Zhu Hehua (Geotechnical Engineering of Tongji University, Shanghai);3-D Back Analysis of Visco-Elasticity Ground[J];Chinese Jounal of Geotechnical Engineering;1991-06
6 ZHOU Jia-wen1,XU Wei-ya1,TONG Fu-guo1,CHU Wei-jiang1,LIU Xing-ning2(1.Research Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China;2.Kunming Hydroelectric Investigation,Design and Research Institute of China Hydropower Engineering Consulting Group Co.,Kunming 650051,China);Back analysis for the diversion tunnel No.2 of Nuozhadu Hydropower Station by use of 3D nonlinear finite element method[J];Chinese Journal of Geotechnical Engineering;2007-10
7 Deng Jianhui Feng Dingxiang Ge Xiurun Gu Xianrong (Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071);Model for Back Analysis of Elastic Moduli from Measured Displacements in Cut Slopes and Its Optimization Method[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1997-03
8 JIANG Zhong-ming1,2, XU Wei-ya1 ( 1.Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China; 2. College of Civil & Hydropower Engineering, China Three Gorges University, Yichang 443002, China);3-D back-analysis of initial ground stress based on ANN-RBF[J];Rock and Soil Mechanics;2002-06
9 YAO Xian-chun1,LI Ning1,2,QU Xing1,SUN Hong-chao1,JING Mao-gui1 (1.Institute of Geotechnical Engineering,Xi'an University of Technology,Xi'an 710048,China;2.State Key Laboratory of Frozen Soil Engineering,CAREERI,Chiness Academy of Sciences,Lanzhou 730000,China);Back analysis of three-dimensional initial geostress Laxiwa underground powerhouse[J];Rock and Soil Mechanics;2010-01
China Proceedings of conference Full-text Database 3 Hits
1 Yang Linde,Jing Hua,Li Dehong (Dept.of Geotechnical Engineering);THE GENERAL METHOD OF BACK-ANALYSIS OF 2-D VISCOELASTIC PLANE STRAIN PROBLEMS[A];[C];1994
2 Yang Linde,Zhang Kaijun,Wang Yu (Dept.of Geotechnical Engineering,Tongji University);BEM of Back Analysis Calculation of IES and Time-Dependent Parameters[A];[C];1995
3 Yang Zhifa (Institute of Geology,Academia Sinica);Back Analysis and Its Applications[A];[C];1989
【Co-citations】
Chinese Journal Full-text Database 9 Hits
1 GUO Yu-lin 1,LI Rong-yi 2 (1.Constructionand InstallationCo .Ltd.,Tiefa CoalGroup,Tiefa 112700,China;2.Shenyang Electric Power Institute,Shenyang110036,China);The slope and support of earthwork in thermal power plants[J];Journal of Shenyang Electric Power Institute;2002-03
2 Yao Yao;AN APPLICATION OF FINITE ELEMENT METHOD TO SYNTHETIC SEISMOGRAM[J];Geophysical Prospecting For Petrole;1981-04
3 Yan Bao-jun He Qiao-deng (Changchun Geological College);A COMUTING TECHNIQUE IN FREQUENCY DOMAIN WITH FINITE ELEMENT METHOD AND ITS APPLICATIONS[J];Geophysical Prospecting For Petrole;1982-01
4 YU Xue-yan,WANG Xiu-xia,YANG Li-juan;Research on the Supporting Methods for Tunneling Nearby Buildings[J];Municipal Engineering Technology;2006-01
5 Li Chancai Yu Fugeng;Non-Linear Analysis of Reinforced Concrete Members[J];Journal of Wuhan University of Hydraulic and Electric Engineering;1983-04
6 DENG Lili1, CHEN Zhengzhou1, GAO Yuanbao2, DENG Xiaopeng3(1.Dept. of Earth Science,Nanjing Univesity,Nanjing 210093,China;2.Gushan Iron Openpip Ltd.co,Maanshan 243000,China;3.College of Civil Engineering,Southeast Univesity,Nanjing 210096,China);ANALYSIS WITH FEM ON OPTIMIZING THE CUT- OFF DESIGN OF GUSHAN MIN'S EASTERN DIKE[J];Journal of Xi'an Engineering University;2002-04
7 LIU Jian-jun 1, 2, FENG Xia-ting 1 (1. Insititute of Wuhan Rock & Soil Mechanics, the Chinese Academy of Sciences, Wuhan 430071, China; 2. Institute of Porous-Media Mechanics, Wuhan Polytechnic University, Wuhan 430023, China);Advance of studies on thermo-hydro-mechanical interaction in oil reservoir in China[J];Rock and Soil Mechanics;2003-S2
8 Xu Xiao-wei Shen Jue-ming Wu Yao-zhong (Hangzhou U niversity, Hangzhou);A Finite Element Method for Stress Analysis of Elastoplastic Body with Polygonal Line Strain-Hardening[J];Applied Mathematics and Mechanics;1984-03
9 YAN Li jin *, LIU Hong chen, BAI Lu,WANG Yan rong. * Department of Stomatology, General Hospital of PLA, Beijing 100853, China;A three-dimensional finite element analysis of stress distribution in mandibular FPDs with different length pontics[J];Chinese Journal of Stomatology;2004-02
China Proceedings of conference Full-text Database 1 Hits
1 Zhang jingjian Sun dafeng Tu jinliang Lu haitao;Some Research on the HS1 Programme of Isoparametric Element with Variable Nodal for Three Dimensional Problem[A];[C];1990
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 ZHU Yu~(1,2), LIAO Chao-hua~2, PENG Yuan-cheng~2, YANG Yao-quan~2(1. Institute of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China; 2. The 2nd Highway Survey, Design and Research Institute of China Communications, Wuhan 430052, China);Design and Structural Capacity Assessment of Tunnel-Type Anchorage for Long-Span Suspension Bridge[J];Bridge Construction;2005-02
2 ZHANG Xin,LI Shu-cai,LI Shu-chen(Geotechnical and Structural Engineering Research Center,School of Civil Engineering,Shandong University,Jinan 250061,China);Back analysis of initial geostress and its application considering the effect of crude seepage field[J];Journal of Shandong University(Engineering Science);2008-04
3 GUO Yi mu 1 WAN Li 1 WEI De rong 2 FANG Zhao xiong 2(1. Department of Mechanics, Zhejiang University, Hangzhou 310027, China; 2. Large Dam Safety Supervision Center, State Power Corporation of China, Hangzhou 310014, China);Optimized Inversion Analytical Procedure with Mixed Model for Dam's Mechanics Parameters and Its Application[J];Hydroelectric Energy;2001-02
4 MA Zhenyue (School of Civil and Hydraulic Eng., Dalian Univ.of Tech.,D alian 116024, China) JIN Changyu ZHANG Yunliang;Back Analysis of Mechanical Parameters and Initial Stress Field of Rock Masses Based on Finite Difference Method and RBF Neural Network[J];Hydroelectric Energy;2005-03
5 Xiong Juhua Yang Min Feng Youquan (Department of Geotechnical Engineering Tongji University);Analysis on Displacement and Stability of DMP Retaining Wall and Design Suggestions in Shanghai City[J];Shanghai Geology;1998-01
6 Zhang Weidong (Guangdong Huashen Cost Engineer Public Accountants,Guangzhou 510620,China);The Soil Nailing to Converse-construction are of Great Importance[J];Journal of Shanxi Educational College;2004-03
7 LI Yun1,2,HUANG Guang-ming1,3,ZHU Guo-jin2(1.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;2.Kunming Hydropower Investigation Design and Research Institute,CHECC,Kunming 650051,China;3.Yunnan Huaneng Lancang River Hydropower Co.Ltd,Kunming 650214,China);Back analysis of thermal expansion coefficients of RCC dam[J];Advances in Science and Technology of Water Resources;2008-03
8 JI Lin1,ZHAO Qilin2,FENG Zhaoxiang1,ZHUO Jiashou1(1.College of Civil Engineering, Hohai University, Nanjing210098, China; 2.Engineering Institute of Engineering Corps, PLA University of Science and Technology, Nanjing210007, China );Development of back analysis in geotechnical engineering[J];Hydro-Science and Engineering;2002-04
9 HUANG Guang-ming~(1,2),LI Yun~(1,3),GU Chong-shi~1,ZHU Guo-jin~3(1.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;(2.Yunnan) Huaneng Lancang River Hydropower Co.,LTD.,Kunming 650011,China;3.Kunming Investigation Design and Research Institute,China Hydropower Engineering Consulting Group Co.,Kunming 650051,China);Retrieval of transversely isotropic viscoelastic parameters for RCC dams[J];Hydro-Science and Engineering;2006-04
10 GAO Lang 1, XIE Kang\|he 1 (1 Institute of Geotechnical Engineering, Zhejing University, Hangzhou\ 310027,China);Inspection and prediction of soil nailing[J];JOURNAL OF HYDRAULIC ENGINEERING;2000-10
China Proceedings of conference Full-text Database 6 Hits
1 Mei Songhua Zhao Haibin Liu Luping(1 Mid-South Design & Research Institute,CHECC,Changsha 410014 China);DEFORMATION ANALYSIS OF SWITCH STATION OF ZHEXI HYDROPOWER STATION[A];[C];2007
2 Yang Linde,Jing Hua,Li Dehong (Dept.of Geotechnical Engineering);THE GENERAL METHOD OF BACK-ANALYSIS OF 2-D VISCOELASTIC PLANE STRAIN PROBLEMS[A];[C];1994
3 Xu Hongfa~(1,2),Qian Qihu~2,Wu Huajie~2,Chen Wei~2 1.Department of Earth Sciences,Nanjing University,Nanjing 210093 2.Engineering Institute,PLA University of Science and Technology,Nanjing 210007;A new method of determining the parameters in soft soil rheology model—Regressive Inverse Analytic Method[A];[C];2007
4 ZHANG Xin,LI Shu-cai (Research Center of Geotechnical and Structural Engineering,Shandong University, Jinan 250061,China);Back Analysis of Initial Geostress and Application Considering Effect of Natural Seepage Field[A];[C];2007
5 XIAO Guang-zhi, LI Shou-ju, LIU Ying-xi (Qitaihe Refined Coal Group Corp. Ltd., Qitaihe 154000, China);Parameter Inversion Algorithm of Explosion Shock Loading Based on Simulated Annealing[A];[C];2000
6 DENG Xiang-hui~(1,2),CHAI Jun-rui~(1,3)(1.College of Water Conservancy and Hydropower Engineering,Xi' an University of Technology,Xi'an 710048,Shaanxi,China;2.Department of Civil Engineering,Xi'an Technological University,Xi' an 710032, Shaanxi,China;3.College of Civil and Hydropower Engineering,Three Gorges University,Yichang 443002,Hubei,China);Application of adaptive genetic algorithm in the inversion of the seepage parameter of some arch dam[A];[C];2007
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved