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Study of Slope Stability Using Piles, Pathological Case in Mostaganem, Algeria

  • A. Belghit
  • S. M. A. BourdimEmail author
  • A. Benanane
  • N. Bouhamou
Conference paper
Part of the Sustainable Civil Infrastructures book series (SUCI)

Abstract

The construction on a site characterized by a slope is possible, but exposed to several geotechnical phenomena (particularly the landslides). The latter can cause real problems with the stability of structures if the necessary precautions will not be taken in consideration by the designer.

The objective of our work is the study of the stability of the slopes by the piles where we will present the risks of instability, the methods of calculation of the safety coefficient and determine the effective position of the piles that allows to improve the security of unstable slopes using a numerical calculation by the code Plaxis 2D.

This study will be followed by an application of a pathological case in the field of Public Works.

Keywords

Landslide Stabilization Anti-slidings piles Safety coefficient 

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Copyright information

© Springer Nature Switzerland AG 2020

Authors and Affiliations

  • A. Belghit
    • 1
  • S. M. A. Bourdim
    • 1
    Email author
  • A. Benanane
    • 1
  • N. Bouhamou
    • 1
  1. 1.LMPC Laboratory, Department of Civil Engineering and ArchitectureUniversity Abdelhamid Ibn Badis of MostaganemMostaganemAlgeria

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