Consolidation integrated buoyancy equation for soft ground improved with lightweight polyurethane foam

Consolidation settlement occurs when a saturated soil is subjected to an increase in overburden pressure that causes a volume change in the soil. When a lightweight material is used as a ground improvement, the stress is reduced as the soft soil is partially removed and replaced by the lightweight m...

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Main Authors: Che Lat, Diana, Mohamed Jais, Ismacahyadi Bagus, Ali, Nazri, Mohd. Yunus, Nor Zurairahetty, Norzarin, Nor Hibatul Wafi, Zainuddin, Atiqah Najwa
Format: Article
Language:English
Published: International Islamic University Malaysia-IIUM 2022
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Online Access:http://eprints.utm.my/104451/1/NorZurairahetty2022_ConsolidationIntegratedBuoyancyEquation.pdf
http://eprints.utm.my/104451/
http://dx.doi.org/10.31436/IIUMEJ.V23I1.1781
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Institution: Universiti Teknologi Malaysia
Language: English
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spelling my.utm.1044512024-02-08T07:59:45Z http://eprints.utm.my/104451/ Consolidation integrated buoyancy equation for soft ground improved with lightweight polyurethane foam Che Lat, Diana Mohamed Jais, Ismacahyadi Bagus Ali, Nazri Mohd. Yunus, Nor Zurairahetty Norzarin, Nor Hibatul Wafi Zainuddin, Atiqah Najwa TA Engineering (General). Civil engineering (General) Consolidation settlement occurs when a saturated soil is subjected to an increase in overburden pressure that causes a volume change in the soil. When a lightweight material is used as a ground improvement, the stress is reduced as the soft soil is partially removed and replaced by the lightweight material. In addition, the improved ground with lightweight material has a potential to uplift due to the buoyancy of lightweight material. The uplift force reduces the stress imposed on the underlying soil as it acts in the upward direction, thus further reducing the consolidation settlement. This study is executed to produce an alternative equation for consolidation settlement incorporating the buoyancy effect for lightweight polyurethane (PU) foam as a ground improvement method. A Rowe Cell consolidation laboratory test was conducted on untreated marine clay soil as well as on improved marine clay with different thicknesses of lightweight PU foam. Validation of the laboratory test results was done by finite element analysis, PLAXIS 2D. The thickness of PU foam governs the buoyancy and the hydrostatic pressure of water displaced by PU foam, which is incorporated in the alternative equation. The alternative consolidation settlement equation is applicable for ground improved with lightweight polyurethane foam and found to be more economical and practical as the buoyancy is taken into account in the equation. International Islamic University Malaysia-IIUM 2022 Article PeerReviewed application/pdf en http://eprints.utm.my/104451/1/NorZurairahetty2022_ConsolidationIntegratedBuoyancyEquation.pdf Che Lat, Diana and Mohamed Jais, Ismacahyadi Bagus and Ali, Nazri and Mohd. Yunus, Nor Zurairahetty and Norzarin, Nor Hibatul Wafi and Zainuddin, Atiqah Najwa (2022) Consolidation integrated buoyancy equation for soft ground improved with lightweight polyurethane foam. IIUM Engineering Journal, 23 (1). pp. 1-12. ISSN 1511-788X http://dx.doi.org/10.31436/IIUMEJ.V23I1.1781 DOI : 10.31436/IIUMEJ.V23I1.1781
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/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Che Lat, Diana
Mohamed Jais, Ismacahyadi Bagus
Ali, Nazri
Mohd. Yunus, Nor Zurairahetty
Norzarin, Nor Hibatul Wafi
Zainuddin, Atiqah Najwa
Consolidation integrated buoyancy equation for soft ground improved with lightweight polyurethane foam
description Consolidation settlement occurs when a saturated soil is subjected to an increase in overburden pressure that causes a volume change in the soil. When a lightweight material is used as a ground improvement, the stress is reduced as the soft soil is partially removed and replaced by the lightweight material. In addition, the improved ground with lightweight material has a potential to uplift due to the buoyancy of lightweight material. The uplift force reduces the stress imposed on the underlying soil as it acts in the upward direction, thus further reducing the consolidation settlement. This study is executed to produce an alternative equation for consolidation settlement incorporating the buoyancy effect for lightweight polyurethane (PU) foam as a ground improvement method. A Rowe Cell consolidation laboratory test was conducted on untreated marine clay soil as well as on improved marine clay with different thicknesses of lightweight PU foam. Validation of the laboratory test results was done by finite element analysis, PLAXIS 2D. The thickness of PU foam governs the buoyancy and the hydrostatic pressure of water displaced by PU foam, which is incorporated in the alternative equation. The alternative consolidation settlement equation is applicable for ground improved with lightweight polyurethane foam and found to be more economical and practical as the buoyancy is taken into account in the equation.
format Article
author Che Lat, Diana
Mohamed Jais, Ismacahyadi Bagus
Ali, Nazri
Mohd. Yunus, Nor Zurairahetty
Norzarin, Nor Hibatul Wafi
Zainuddin, Atiqah Najwa
author_facet Che Lat, Diana
Mohamed Jais, Ismacahyadi Bagus
Ali, Nazri
Mohd. Yunus, Nor Zurairahetty
Norzarin, Nor Hibatul Wafi
Zainuddin, Atiqah Najwa
author_sort Che Lat, Diana
title Consolidation integrated buoyancy equation for soft ground improved with lightweight polyurethane foam
title_short Consolidation integrated buoyancy equation for soft ground improved with lightweight polyurethane foam
title_full Consolidation integrated buoyancy equation for soft ground improved with lightweight polyurethane foam
title_fullStr Consolidation integrated buoyancy equation for soft ground improved with lightweight polyurethane foam
title_full_unstemmed Consolidation integrated buoyancy equation for soft ground improved with lightweight polyurethane foam
title_sort consolidation integrated buoyancy equation for soft ground improved with lightweight polyurethane foam
publisher International Islamic University Malaysia-IIUM
publishDate 2022
url http://eprints.utm.my/104451/1/NorZurairahetty2022_ConsolidationIntegratedBuoyancyEquation.pdf
http://eprints.utm.my/104451/
http://dx.doi.org/10.31436/IIUMEJ.V23I1.1781
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