Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 21 Issue 3
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Zhang Yujun, Tang Yixing. 2 D FEM analysis for an underground opening considering the strength anisotropy of the layered rock mass[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3): 51-54.
Citation: Zhang Yujun, Tang Yixing. 2 D FEM analysis for an underground opening considering the strength anisotropy of the layered rock mass[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3): 51-54.
shu

2 D FEM analysis for an underground opening considering the strength anisotropy of the layered rock mass

  • Institute of Rock and Soil Mechanics The Chinese Academy of Sciences Wuhan 430071

More Information
  • Published Date: May 27, 1999
    Graphical Abstract
    • Abstract
  • Because of the differences between the strength characteristics of the layered rock mass in parallel and perpendicular directions with respect to the bedding plane, the strength anisotropy must be considered in the nonlinear analysis. Basing on this consideration, the authors developed a 2 D no tension and elasto plastic FEM program, which can deal with the strength anisotropy of a layered rock mass. Some knowledge was achieved according to the calculated results of some examples.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]HAN Hong-xing, CHEN-Wei, QIU Zi-feng, FU Xu-dong. Numerical simulation of two-dimensional particle flow in broken rockfill materials[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 234-239. DOI: 10.11779/CJGE2016S2038
    [2]HUANG Ying-chao, XU Yang-qing. Numerical simulation analysis of dewatering and recharge process of deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 299-303. DOI: 10.11779/CJGE2014S2053
    [3]DAI Xin, XU wei, ZOU Li, SHEN Qing-feng. Numerical simulation of shafts during excavation process[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 154-157.
    [4]Numerical simulation of a new damage rheology model for jointed rock mass[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(7).
    [5]ZHANG Dehai, ZHU Fusheng, XING Jibo. Numerical simulation of fracture propagation of rock under uniaxial tension[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 1008-1011.
    [6]S. CHEN, Z.Q. YUE, L.G. THAM. Digital image based numerical modeling method for heterogeneous geomaterials[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 956-964.
    [7]LUO Pingping, ZHU Yueming, ZHAO Yongmei, HE Shan. Numerical simulation of grouting in rock mass[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 918-921.
    [8]CHEN Zhonghui, THAM L.G., YEUNG M.R.. Renormalization study and numerical simulation on brittle failure of rocks[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 183-187.
    [9]CHEN Zhonghui, L.G.Tham, M.R.Yeung. Numerical simulation of damage and failure of rocks under different confining pressures[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 576-580.
    [10]Zhu Wancheng, Tang Chun'an. Numerical simulation on the propagation processes of mixed mode cracks in rock plates[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 231-234.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 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