Behavior of Foundations on Reinforced Sabkha Soil A Numerical Study

Authors(2) :-Lamia Sadek, Khaled M. M. Bahloul

The aim of this research is to investigate numerically the behavior of strip footings resting on Sabkha soil reinforced using two methods. Firstly, using a layer of compacted sand reinforced with random distributed fibers beneath footing. Secondly, using a layer of compacted sand reinforced with geogrids. The benefit of mentioned two methods on the improvement of strip footings bearing capacity and decreasing the settlement was investigated using a finite element computer program Plaxis 2D ver. 8.6. It was found that using two methods increases bearing capacity of strip footings significantly specially using first method (fiber reinforced sand layer). It was observed also that the settlement decreased for the same stress values.

Authors and Affiliations

Lamia Sadek
Lecturer, Department of Construction Engineering, October High Institute of Engineering and Technology, Egypt
Khaled M. M. Bahloul
Lecturer, Department of Construction Engineering, October High Institute of Engineering and Technology, Egypt

Strip Footings, Sabkha Soil, Bearing Capacity, Fibers, Geogrids, finite element, Plaxis

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Publication Details

Published in : Volume 4 | Issue 3 | May-June 2020
Date of Publication : 2020-06-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 01-09
Manuscript Number : IJSRCE20433
Publisher : Technoscience Academy

ISSN : 2456-6667

Cite This Article :

Lamia Sadek, Khaled M. M. Bahloul, "Behavior of Foundations on Reinforced Sabkha Soil A Numerical Study ", International Journal of Scientific Research in Civil Engineering (IJSRCE), ISSN : 2456-6667, Volume 4, Issue 3, pp.01-09, May-June.2020
URL : https://ijsrce.com/IJSRCE20433

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