STABILITY CALCULATION OF PILE-REINFORCED SLOPES BY THE LIMIT EQUILIBRIUM METHOD CONSIDERING SLIDING RESISTANCE OF PILES ACCORDING TO ITO-MATSUI METHOD

Authors

  • Duc Tiep Pham Le Quy Don Technical University
  • Nam Hung Tran Le Quy Don Technical University
  • Van Hoa Cao Le Quy Don Technical University

DOI:

https://doi.org/10.56651/lqdtu.jst.v3.n02.156.sce

Keywords:

Pile-reinforced slope, the limit equilibrium method, stability of the slope, sliding resistance, Ito-Matsui method

Abstract

In the study, advantages and disadvantages of the calculation methods for overall sliding stability of pile-reinforced slopes considering sliding resistance of pile were summarized and analyzed. An automatic program for stability calculation of pile-reinforced slope was established based on the limit equilibrium method considering sliding resistance of piles according to Ito-Matsui method. The program was used to evaluate the effects of the piles, such as position and spacing of the piles on the stability of the slopes.

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Published

2021-02-01

Issue

Vol. 3 No. 02 (2020)

Section

Articles