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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International Islamic University Malaysia-IIUM
2022
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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 |
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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 |
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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. |
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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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