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Integral equation formulation of the displacement vector for unsaturated expansive soils by boundary element method

  • Jamila El Brahmi
  • Nouzha Lamdouar
  • Mimoun Zoukaghe
Technical Note
  • 103 Downloads
Part of the following topical collections:
  1. Topical Collection from GeoMEast 2017 – Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology

Abstract

The main purpose of this paper is to determine the integral equation formulation of the displacement vector at any point within the problem domain of unsaturated expansive soils. The displacement values could be calculated if boundary conditions are prescribed as well as initial stresses and the suction distributions within the domain.

Keywords

Unsaturated expansive soil Boundary element method Displacement Suction 

References

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Copyright information

© Springer International Publishing AG 2017

Authors and Affiliations

  1. 1.Mohammadia School of engineering, Mohammed V UniversityRabatMorocco

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