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Authors

Salah Zerguine Laboratoire de Recherche en Génie Civil, Université de Biskra, BP145 Biskra 07000, Algérie Author
Djamel Benmeddour Author
Abdelhak Mabrouki Author

DOI:

https://doi.org/10.69717/jaest.v4.i1.63

Keywords:

Reinforced wall, Strip footing, seismic loading, modular block, Bearing capacity

Abstract

Geosynthetic reinforced walls are widely used in public works. The aim of this paper isto study the bearing capacity of a strip rough footing on a geosynthetic reinforced soil modularblock walls, after a seismic action. The numerical modelling was carried out by using the finiteelement method implemented in the Plaxis code. The influence of the eccentric vertical load onthe bearing capacity of footing was examined considering different distances between the top ofthe wall and the edge of the footing. The results of this study confirm that the seismic loadingdoes not affect the bearing capacity when the distance d/B is greater than 10.

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Published

2018-06-09

Issue

Section

Research Paper

How to Cite

Bearing capacity of a strip footing on a geosynthetic reinforced soil modular block walls after a seismic loading. (2018). Journal of Applied Engineering Science & Technology, 4(1), 7. https://doi.org/10.69717/jaest.v4.i1.63

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