Soft clay stabilisation using expansive agents

Singapore’s geology, characterized by diverse layers, includes marine clay, a prominent component of Kallang Formation often found in low-lying coastal regions like Changi. Land reclamation efforts in such areas rely on dredged Marine Clay. Marine Clay present significant challenges in engineering d...

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Main Author: Aishwini, C.
Other Authors: Yi Yaolin
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2024
Subjects:
Online Access:https://hdl.handle.net/10356/177770
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1777702024-05-31T15:35:48Z Soft clay stabilisation using expansive agents Aishwini, C. Yi Yaolin School of Civil and Environmental Engineering yiyaolin@ntu.edu.sg Engineering Singapore’s geology, characterized by diverse layers, includes marine clay, a prominent component of Kallang Formation often found in low-lying coastal regions like Changi. Land reclamation efforts in such areas rely on dredged Marine Clay. Marine Clay present significant challenges in engineering due to its weak compressive strength. To address this challenge, soil stabilization techniques such as the addition of Ordinary Portland Cement (OPC) are traditional methods employed. However, such methods are seen as an energy-intensive process. Hence, this project aims to evaluate the efficacy of alternative waste-based expansive agents in conjunction with Ground Granulated Blast Furnace Slag (GGBS) to bolster the compressive strength of marine clay while being environmentally friendly. The study outlines a comprehensive methodology involving material preparation, experimental setup, testing procedures and analysis. The results showed that the addition of waste-based expansive agents can increase the compressive strength of the clay and at the same time achieve lesser carbon emission in comparison to OPC.  Bachelor's degree 2024-05-31T04:02:50Z 2024-05-31T04:02:50Z 2024 Final Year Project (FYP) Aishwini, C. (2024). Soft clay stabilisation using expansive agents. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/177770 https://hdl.handle.net/10356/177770 en GE-15AB application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering
spellingShingle Engineering
Aishwini, C.
Soft clay stabilisation using expansive agents
description Singapore’s geology, characterized by diverse layers, includes marine clay, a prominent component of Kallang Formation often found in low-lying coastal regions like Changi. Land reclamation efforts in such areas rely on dredged Marine Clay. Marine Clay present significant challenges in engineering due to its weak compressive strength. To address this challenge, soil stabilization techniques such as the addition of Ordinary Portland Cement (OPC) are traditional methods employed. However, such methods are seen as an energy-intensive process. Hence, this project aims to evaluate the efficacy of alternative waste-based expansive agents in conjunction with Ground Granulated Blast Furnace Slag (GGBS) to bolster the compressive strength of marine clay while being environmentally friendly. The study outlines a comprehensive methodology involving material preparation, experimental setup, testing procedures and analysis. The results showed that the addition of waste-based expansive agents can increase the compressive strength of the clay and at the same time achieve lesser carbon emission in comparison to OPC. 
author2 Yi Yaolin
author_facet Yi Yaolin
Aishwini, C.
format Final Year Project
author Aishwini, C.
author_sort Aishwini, C.
title Soft clay stabilisation using expansive agents
title_short Soft clay stabilisation using expansive agents
title_full Soft clay stabilisation using expansive agents
title_fullStr Soft clay stabilisation using expansive agents
title_full_unstemmed Soft clay stabilisation using expansive agents
title_sort soft clay stabilisation using expansive agents
publisher Nanyang Technological University
publishDate 2024
url https://hdl.handle.net/10356/177770
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