Soft clay stabilisation with expansive agent

Singapore is made up of 40% marine clay, which is found to be very weak and requires stabilizing agents to provide additional strength to meet the soil requirements set by Building Construction Authority (BCA). Ordinary Portland Cement (OPC) stabilised clay is found to emit an excessive amount of ca...

Full description

Saved in:
Bibliographic Details
Main Author: Thiyagarajan, Shruthi
Other Authors: Yi Yaolin
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2024
Subjects:
Online Access:https://hdl.handle.net/10356/177000
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-177000
record_format dspace
spelling sg-ntu-dr.10356-1770002024-05-24T15:34:32Z Soft clay stabilisation with expansive agent Thiyagarajan, Shruthi Yi Yaolin School of Civil and Environmental Engineering yiyaolin@ntu.edu.sg Earth and Environmental Sciences Engineering Geotechnical Foundation Civil Singapore is made up of 40% marine clay, which is found to be very weak and requires stabilizing agents to provide additional strength to meet the soil requirements set by Building Construction Authority (BCA). Ordinary Portland Cement (OPC) stabilised clay is found to emit an excessive amount of carbon dioxide (CO2). Hence this project aims to investigate environmentally sustainable, commercially available expansive agents (EA) as well as laboratory-made EA in their ability to strengthen marine clay by relating to its flowability. A series of laboratory experiments were conducted to examine the flowability, water content and compressive strength. The results showed that soils with water content lower than 14g can produce a compressive strength greater than 100kPa within 28 days of curing. It is also found that the laboratory-made EA were both environmentally friendly and meets the Singapore strength requirement. Bachelor's degree 2024-05-24T01:27:39Z 2024-05-24T01:27:39Z 2024 Final Year Project (FYP) Thiyagarajan, S. (2024). Soft clay stabilisation with expansive agent. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/177000 https://hdl.handle.net/10356/177000 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 Earth and Environmental Sciences
Engineering
Geotechnical
Foundation
Civil
spellingShingle Earth and Environmental Sciences
Engineering
Geotechnical
Foundation
Civil
Thiyagarajan, Shruthi
Soft clay stabilisation with expansive agent
description Singapore is made up of 40% marine clay, which is found to be very weak and requires stabilizing agents to provide additional strength to meet the soil requirements set by Building Construction Authority (BCA). Ordinary Portland Cement (OPC) stabilised clay is found to emit an excessive amount of carbon dioxide (CO2). Hence this project aims to investigate environmentally sustainable, commercially available expansive agents (EA) as well as laboratory-made EA in their ability to strengthen marine clay by relating to its flowability. A series of laboratory experiments were conducted to examine the flowability, water content and compressive strength. The results showed that soils with water content lower than 14g can produce a compressive strength greater than 100kPa within 28 days of curing. It is also found that the laboratory-made EA were both environmentally friendly and meets the Singapore strength requirement.
author2 Yi Yaolin
author_facet Yi Yaolin
Thiyagarajan, Shruthi
format Final Year Project
author Thiyagarajan, Shruthi
author_sort Thiyagarajan, Shruthi
title Soft clay stabilisation with expansive agent
title_short Soft clay stabilisation with expansive agent
title_full Soft clay stabilisation with expansive agent
title_fullStr Soft clay stabilisation with expansive agent
title_full_unstemmed Soft clay stabilisation with expansive agent
title_sort soft clay stabilisation with expansive agent
publisher Nanyang Technological University
publishDate 2024
url https://hdl.handle.net/10356/177000
_version_ 1814047439631417344