Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 21 Issue 5
Turn off MathJax
Article Contents
Abstract
Related Articles
Zhang Qiangyong, Zhu Weishen. Computation of elasto plastic damage and rock bolt supporting for Xiluodu underground power house under construction[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(5): 583-585.
Citation: Zhang Qiangyong, Zhu Weishen. Computation of elasto plastic damage and rock bolt supporting for Xiluodu underground power house under construction[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(5): 583-585.
shu

Computation of elasto plastic damage and rock bolt supporting for Xiluodu underground power house under construction

  • Design and Research Institute of Geotechnical Engineering Shenzhen Geological Bureau Shenzhen 518031 Institute of Rock and Soil Mechanics the Chinese Academy of Sciences Wuhan 430071

More Information
  • Published Date: September 23, 1999
    Abstract
  • A 3 D elastoplastic damage constitutive model and a cylindrical rock bolt element model are proposed in this paper. The proposed models have been applied to the stability analysis of Xiluodu underground power house under construction. The 3 D non linear FEM analysis of surrounding rockmass gives satisfactory results.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]LIU Zhong-xian, HUANG Lei, LIANG Jian-wen. FEM -IBIEM coupled method for simulating scattering of seismic waves by 3-D complex local site[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(2): 301-310. DOI: 10.11779/CJGE201702014
    [2]YUAN Xiao-qing, LIU Hong-yan, LIU Jing-ping. 3-D constitutive model for rock masses with non-persistent joints based on compound damage[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(1): 91-99. DOI: 10.11779/CJGE201601009
    [3]ZHUANG Xiao-ying, ZHANG Xue-jian, ZHU He-hua. 3-D finite element model for destruction process of segment joints of shield tunnel using elastoplastic and damage constitutive methods[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1826-1834. DOI: 10.11779/CJGE201510011
    [4]CHEN Pingshan, FANG Yingguang, MO Haihong, ZHANG Gongxin, DONG Zhiliang. Analysis of 3D FEM for soft foundation improved by vacuum preloading[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 564-570.
    [5]ZHAO Jikun, ZHANG Ziming, LIU Zhongqiu, WANG Lipeng. 3D numerical simulation of elasto-plastic damage and failure process of marble rock[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1309-1315.
    [6]GE Xiurun, REN Jianxi, LI Chunguang, ZHENG Hong. 3D-FEM analysis of deep sliding stability of 3# dam foundation of left power house of the Three Gorges Project[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 389-394.
    [7]YANG Qiang, CHEN Xin, ZHOU Weiyuan. A practical 3D elasto-plastic incremental method in FEM based on D-P yield criteria[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(1): 16-20.
    [8]Zhang Qiangyong, Zhu Weishen. Elastoplastic damage constitutive model for jointed rockmass and its rock bolt computation *[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(6): 93-98.
    [9]Xiao Ming. 3-D Elastoplastic FEM Analysis of Implicit Cylindric Anchor Bar Element for Underground Opening[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(5): 19-26.
    [10]Xiang Hualong. Three-dimensional Finite Element Solution for Excavation and Creep in Rock Engineering[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(6): 60-71.

Catalog

    Zhu Weishen

    • Design and Research Institute of Geotechnical Engineering Shenzhen Geological Bureau Shenzhen 518031 Institute of Rock and Soil Mechanics the Chinese Academy of Sciences Wuhan 430071

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Get Citation
    PDF
    XML
    Article views (1128) PDF downloads (214) Cited by()
    Related
    Website Copyright © 2010 Nanjing Hydraulic Research Institute 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return