Advertisement

Interaction between pile rows and sliding soil

  • K. Sh. Shadunts
  • S. I. Matsii
Soil Mechanics

Abstract

A rigidly plastic model is proposed for analysis of interaction between pile rows and soil flows. The limiting forces acting on the pile elements of anti-slide structures are determined from the field of slip lines calculated by the method of boundary elements. Results of calculations from a program developed for a personal computer made it possible to derive a relationship between the stresses developed when soil is forced between the piles and their spacing in the row.

Keywords

Slip Line Plastic Region Physical Plane Pile Diameter Pile Spacing 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

References

  1. 1.
    L. K. Ginzburg, Anti-Slide Retaining Structures [in Russian], Stroiizdat, Moscow (1979).Google Scholar
  2. 2.
    L. K. Ginzburg, “Determination of the critical distance between retaining elements of anti-slide structures,” Osn., Fundam. Mekh. Gruntov, No. 2, 11–12, (1991).Google Scholar
  3. 3.
    M. F. Randolph and G. T. Houlsby, “The limiting pressure on a circular pile loaded laterally in cohesive soil,” Geotechn.,34, No. 4, 613–623 (1984).CrossRefGoogle Scholar
  4. 4.
    C. Viggiani, “Ultimate lateral load on piles used to stabilize landslides,” in: Soil Mechanics and Foundation Engineering, Proceedings of the Tenth International Conference, Stockholm, 15–19 June 1981, Vol. 3, Rotterdam (1981), pp. 555–560.Google Scholar
  5. 5.
    K. Sh. Shadunts, “Design of buttress structures,” Tr. Dnepropet. Inst. Inzh. Zheleznodor. Trans., No. 5, 24–42 (1962).Google Scholar
  6. 6.
    K. Sh. Shadunts and S. I. Matsii, “Research on models simulating the performance of structures circumvented by sliding masses,” Krasnodarskii Sel'skkhozyaistvennyi Institut, Krasnodar (1990), deposited in the All-Union Institute for Scientific and Technical Information on 25 February 1991, No. 879-V91.Google Scholar
  7. 7.
    V. V. Sokolovskii, Theory of Plasticity [in Russian] Vysshaya Shkola, Moscow (1969).Google Scholar
  8. 8.
    B. A. Druyanov and R. N. Nepershin, Theory of Technological Plasticity [in Russian], Mashinostroenie, Moscow (1990).Google Scholar
  9. 9.
    K. Sh. Shadunts and S. I. Matsii, “Software package for the design of anti-slide pile structures,” Information Sheet No. 404-91, Krasnoyarsk Center for Scientific and Technical Information (1991).Google Scholar
  10. 10.
    K. Sh. Shadunts and S. I. Matsii, “System for the design of pile rows on a slide-prone slope,” Information Sheet No. 405-91, Krasnoyarsk Center for Scientific and Technical Information (1991).Google Scholar

Copyright information

© Plenum Publishing Corporation 1997

Authors and Affiliations

  • K. Sh. Shadunts
  • S. I. Matsii

There are no affiliations available

Personalised recommendations