Skip to main content
SpringerLink
Log in

Research on Equivalent Processes of Rock Mass Parameters with Anchor Piles

  • Published:
Applied Mathematics and Mechanics Aims and scope Submit manuscript

Abstract

Using normal and shear rigid coefficients of intact rock and fracture plane, rigidly normal, shear equivalent rigid coefficients of fissure rock mass are conducted. On the basis of hypotheses of small displacement of rock mass, principle of superposition, irrelevance of strength parameters C and ϕ and Coulomb theory, formulas to calculate equivalent strength parameters C and ϕ of equivalent continuous mass from fissured rock mass with anchor piles are given. The achievement is extremely valuable in integral stability analysis of the rock mass slope and important in promoting the research of the rock mass's constitutive relation.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

References

  1. LIU Dong-yan, ZHU Ke-shan. Research on anisotropy to joint rock mass with uncontinuum fracture[J]. Journal of Chinese Rock Mechanics and Engineering,1998,17(4):366–371. (in Chinese)

    Google Scholar 

  2. YANG Yan-yi, WANG Shen-yue. Study of toughening of jointed rock masses reinforced with bolts[J]. Chinese Journal of Geotechnical Engineering,1995,17(1):9–17. (in Chinese)

    Google Scholar 

  3. SUN Jian-sheng, Yong jing Zhe jing. A new analysis model of jointed rock mass and application[J]. Journal of Chinese Rock Mechanics and Engineering,1994,13(3):193–204. (in Chinese)

    Google Scholar 

  4. YUAN Shao-guo, LE Hua-yu. Computer simulation of load testing to jointed rock mass [A]. In: the Fifth Seminar of Geotechnical Mechanics and Analytical Methods in China[C]. Wuhan: Wuhan Survey University Press,1994,370–373. (in Chinese)

    Google Scholar 

  5. LIU Ning, ZHUO Jia-shou. 3D random FEM and credibility calculation to jointed rock mass[J]. Journal of Chinese Rock Mechanics and Engineering,1995,14(4):297–305. (in Chinese)

    Google Scholar 

  6. LIU Bao-guo. Nonlinear least square estimation of equivalent deformation parameters and lateral pressure coefficient[J]. Journal of Chinese Rock Mechanics and Engineering,1996,15(3):263–268. (in Chinese)

    Google Scholar 

Download references

Author information

Authors and Affiliations

  1. Institute of Geotechnical Engineering, Chongqing Jiaotong University, Chongqing, 400074, P R China

    Hong-kai Chen, Hong-mei Tang, Rong Wang, Fen Tang, Kai Wang & Jian-yi Yuan

Authors
  1. Hong-kai Chen
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Hong-mei Tang
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. Rong Wang
    View author publications

    You can also search for this author in PubMed Google Scholar

  4. Fen Tang
    View author publications

    You can also search for this author in PubMed Google Scholar

  5. Kai Wang
    View author publications

    You can also search for this author in PubMed Google Scholar

  6. Jian-yi Yuan
    View author publications

    You can also search for this author in PubMed Google Scholar

Rights and permissions

Reprints and permissions

About this article

Cite this article

Chen, Hk., Tang, Hm., Wang, R. et al. Research on Equivalent Processes of Rock Mass Parameters with Anchor Piles. Applied Mathematics and Mechanics 22, 965–971 (2001). https://doi.org/10.1023/A:1016354729371

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1023/A:1016354729371

Search

Navigation