Numerical modeling of horizontally layered geosynthetic reinforced encased stone columns supporting embankment on sabkha soil

The present research work is concerned with the construction of road embankments on a Sabkha soil in Algeria. This soil is not only soft and very humid during the flooding seasons but also has frequent small areas of very soft soil which are called locally weak zones (LWZ) in the context of this stu...

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Main Authors: Debbabi, Imad Eddine, Remadna, Mohamed Saddek, A. Rashid, Ahmad Safuan
Format: Article
Published: Trans Tech Publications Ltd 2021
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Online Access:http://eprints.utm.my/id/eprint/95189/
http://dx.doi.org/10.4028/www.scientific.net/JERA.52.164
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spelling my.utm.951892022-04-29T22:24:51Z http://eprints.utm.my/id/eprint/95189/ Numerical modeling of horizontally layered geosynthetic reinforced encased stone columns supporting embankment on sabkha soil Debbabi, Imad Eddine Remadna, Mohamed Saddek A. Rashid, Ahmad Safuan TA Engineering (General). Civil engineering (General) The present research work is concerned with the construction of road embankments on a Sabkha soil in Algeria. This soil is not only soft and very humid during the flooding seasons but also has frequent small areas of very soft soil which are called locally weak zones (LWZ) in the context of this study. LWZ are characterized by low strength and high compressibility. Two-dimensional axisymmetric analyses were carried out using PLAXIS 2D 2017. The study demonstrated that ordinary stone columns (OSC) are ineffective given the nature of these soils due to the excessive bulging caused by the lack of lateral pressure. On the other hand, the reinforced stone columns with external and internal reinforcements called as vertical encasement and horizontal strips (VESC+HRSC) are one of the best improvement methods of locally weak zones (LWZ), especially to increase the stability of embankment on the highway, namely, a much reduced bulging and a reasonable settlement, so that it is possible to build safe and very high embankments (indeed, numerical results showed for a (VESC+HRSC) combination, a vertical settlement of 0.74 m and a lateral deformation of 20.02 mm vs. 1.56 m and 221.16 mm for an OSC). Besides, an extensive parametric study was conducted to investigate the effect of the spacing of the horizontal reinforcing strips and of the column reinforced length. The influence of stone column diameter, depth of locally weak zone, and the effective stiffness of the geosynthetic, on the performance of the (RSC)-embankment composite were also investigated. The computational results are presented in the form of tables and graphs, and compared with previous published results available in the literature. Trans Tech Publications Ltd 2021 Article PeerReviewed Debbabi, Imad Eddine and Remadna, Mohamed Saddek and A. Rashid, Ahmad Safuan (2021) Numerical modeling of horizontally layered geosynthetic reinforced encased stone columns supporting embankment on sabkha soil. International Journal of Engineering Research in Africa, 52 . pp. 164-178. ISSN 1663-3571 http://dx.doi.org/10.4028/www.scientific.net/JERA.52.164
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Debbabi, Imad Eddine
Remadna, Mohamed Saddek
A. Rashid, Ahmad Safuan
Numerical modeling of horizontally layered geosynthetic reinforced encased stone columns supporting embankment on sabkha soil
description The present research work is concerned with the construction of road embankments on a Sabkha soil in Algeria. This soil is not only soft and very humid during the flooding seasons but also has frequent small areas of very soft soil which are called locally weak zones (LWZ) in the context of this study. LWZ are characterized by low strength and high compressibility. Two-dimensional axisymmetric analyses were carried out using PLAXIS 2D 2017. The study demonstrated that ordinary stone columns (OSC) are ineffective given the nature of these soils due to the excessive bulging caused by the lack of lateral pressure. On the other hand, the reinforced stone columns with external and internal reinforcements called as vertical encasement and horizontal strips (VESC+HRSC) are one of the best improvement methods of locally weak zones (LWZ), especially to increase the stability of embankment on the highway, namely, a much reduced bulging and a reasonable settlement, so that it is possible to build safe and very high embankments (indeed, numerical results showed for a (VESC+HRSC) combination, a vertical settlement of 0.74 m and a lateral deformation of 20.02 mm vs. 1.56 m and 221.16 mm for an OSC). Besides, an extensive parametric study was conducted to investigate the effect of the spacing of the horizontal reinforcing strips and of the column reinforced length. The influence of stone column diameter, depth of locally weak zone, and the effective stiffness of the geosynthetic, on the performance of the (RSC)-embankment composite were also investigated. The computational results are presented in the form of tables and graphs, and compared with previous published results available in the literature.
format Article
author Debbabi, Imad Eddine
Remadna, Mohamed Saddek
A. Rashid, Ahmad Safuan
author_facet Debbabi, Imad Eddine
Remadna, Mohamed Saddek
A. Rashid, Ahmad Safuan
author_sort Debbabi, Imad Eddine
title Numerical modeling of horizontally layered geosynthetic reinforced encased stone columns supporting embankment on sabkha soil
title_short Numerical modeling of horizontally layered geosynthetic reinforced encased stone columns supporting embankment on sabkha soil
title_full Numerical modeling of horizontally layered geosynthetic reinforced encased stone columns supporting embankment on sabkha soil
title_fullStr Numerical modeling of horizontally layered geosynthetic reinforced encased stone columns supporting embankment on sabkha soil
title_full_unstemmed Numerical modeling of horizontally layered geosynthetic reinforced encased stone columns supporting embankment on sabkha soil
title_sort numerical modeling of horizontally layered geosynthetic reinforced encased stone columns supporting embankment on sabkha soil
publisher Trans Tech Publications Ltd
publishDate 2021
url http://eprints.utm.my/id/eprint/95189/
http://dx.doi.org/10.4028/www.scientific.net/JERA.52.164
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score 13.160551