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Soil improvement by reinforced stone columns based on experiments works

Methods for analysis of stability and deformation under static and dynamic loading are exported. Stone columns are installed using a process similar to vibro-compaction, except that a gravel backfill is used, and they are typically installed in slightly cohesive soils or silt rather than clean cohes...

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Main Authors: Kassim, Khairul Anuar, Niroumand, Hamed, Yah, Chong Siaw
Format: Article
Published: Faculty of Science, University of Vigo Et Ourense 2011
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/29325/
https://www.scopus.com/record/display.uri?eid=2-s2.0-79960937253&origin=resultslist&sort=plf-f&src=s&st1
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spelling my.utm.293252022-01-31T08:41:11Z http://eprints.utm.my/id/eprint/29325/ Soil improvement by reinforced stone columns based on experiments works Kassim, Khairul Anuar Niroumand, Hamed Yah, Chong Siaw TA Engineering (General). Civil engineering (General) Methods for analysis of stability and deformation under static and dynamic loading are exported. Stone columns are installed using a process similar to vibro-compaction, except that a gravel backfill is used, and they are typically installed in slightly cohesive soils or silt rather than clean cohesion less soils. In the dry soils, a cylindrical cavity is formed by the vibrator that is filled from the bottom up with gravel/crushed rock. The purpose of this research paper is to provide a review on ground improvement for using reinforced stone columns in geotechnical engineering projects. There is special focus on how to performance and evaluate ground improvement using reinforced stone column for special purposes. The previous results indicated the reinforced stone columns significantly increase the bearing capacity and tension of the soil. Based on previous results, critical values were discussed and recommended. Faculty of Science, University of Vigo Et Ourense 2011 Article PeerReviewed Kassim, Khairul Anuar and Niroumand, Hamed and Yah, Chong Siaw (2011) Soil improvement by reinforced stone columns based on experiments works. Electronic Journal of Environmental, Agricultural and Food Chemistry, 10 (7). pp. 2460-2478. ISSN 1579-4377 https://www.scopus.com/record/display.uri?eid=2-s2.0-79960937253&origin=resultslist&sort=plf-f&src=s&st1
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)
Kassim, Khairul Anuar
Niroumand, Hamed
Yah, Chong Siaw
Soil improvement by reinforced stone columns based on experiments works
description Methods for analysis of stability and deformation under static and dynamic loading are exported. Stone columns are installed using a process similar to vibro-compaction, except that a gravel backfill is used, and they are typically installed in slightly cohesive soils or silt rather than clean cohesion less soils. In the dry soils, a cylindrical cavity is formed by the vibrator that is filled from the bottom up with gravel/crushed rock. The purpose of this research paper is to provide a review on ground improvement for using reinforced stone columns in geotechnical engineering projects. There is special focus on how to performance and evaluate ground improvement using reinforced stone column for special purposes. The previous results indicated the reinforced stone columns significantly increase the bearing capacity and tension of the soil. Based on previous results, critical values were discussed and recommended.
format Article
author Kassim, Khairul Anuar
Niroumand, Hamed
Yah, Chong Siaw
author_facet Kassim, Khairul Anuar
Niroumand, Hamed
Yah, Chong Siaw
author_sort Kassim, Khairul Anuar
title Soil improvement by reinforced stone columns based on experiments works
title_short Soil improvement by reinforced stone columns based on experiments works
title_full Soil improvement by reinforced stone columns based on experiments works
title_fullStr Soil improvement by reinforced stone columns based on experiments works
title_full_unstemmed Soil improvement by reinforced stone columns based on experiments works
title_sort soil improvement by reinforced stone columns based on experiments works
publisher Faculty of Science, University of Vigo Et Ourense
publishDate 2011
url http://eprints.utm.my/id/eprint/29325/
https://www.scopus.com/record/display.uri?eid=2-s2.0-79960937253&origin=resultslist&sort=plf-f&src=s&st1
_version_ 1724073262050181120
score 13.211869

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