Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/177770
Title: Soft clay stabilisation using expansive agents
Authors: Aishwini, C.
Keywords: Engineering
Issue Date: 2024
Publisher: Nanyang Technological University
Source: Aishwini, C. (2024). Soft clay stabilisation using expansive agents. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/177770
Project: GE-15AB 
Abstract: 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. 
URI: https://hdl.handle.net/10356/177770
Schools: School of Civil and Environmental Engineering 
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)

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