Climate Change Impact on Unsaturated Cement-Stabilized Laterite Soil Using Suction-Controlled Testing
In a consequence of climate change's adverse effects, Malaysia's road infrastructure faces significant challenges, particularly during both dry and rainy seasons, which weaken the natural bonds of the laterite soil. This research, therefore, outlines a laboratory study aimed at assessing t...
Published in: | GEOTECHNICAL AND GEOLOGICAL ENGINEERING |
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Main Authors: | , , , , , |
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Language: | English |
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2025
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Online Access: | https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-recordWOS:001367855100002 |
author |
Abdul Wahab Norshakila; Rashid Ahmad Safuan; Roshan Mohammad Jawed; Horpibulsuk Suksun; Razali Roslizayati |
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spellingShingle |
Abdul Wahab Norshakila; Rashid Ahmad Safuan; Roshan Mohammad Jawed; Horpibulsuk Suksun; Razali Roslizayati Climate Change Impact on Unsaturated Cement-Stabilized Laterite Soil Using Suction-Controlled Testing Engineering |
author_facet |
Abdul Wahab Norshakila; Rashid Ahmad Safuan; Roshan Mohammad Jawed; Horpibulsuk Suksun; Razali Roslizayati |
author_sort |
Abdul Wahab |
spelling |
Abdul Wahab, Norshakila; Rashid, Ahmad Safuan; Roshan, Mohammad Jawed; Horpibulsuk, Suksun; Razali, Roslizayati Climate Change Impact on Unsaturated Cement-Stabilized Laterite Soil Using Suction-Controlled Testing GEOTECHNICAL AND GEOLOGICAL ENGINEERING English Article In a consequence of climate change's adverse effects, Malaysia's road infrastructure faces significant challenges, particularly during both dry and rainy seasons, which weaken the natural bonds of the laterite soil. This research, therefore, outlines a laboratory study aimed at assessing the impact of cement stabilisation on the compressibility characteristics of laterite soil, subject to both saturated and unsaturated conditions. This study reveals that a 6% cement dosage is optimal for stabilising the laterite soil, proving the minimum 7-day strength requirement of 800 kPa, as specified by the Malaysia Public Works Department (MPWD) for stabilised subgrade material in low-volume roads. Consequently, the research involved conducting saturated tests (utilising a conventional oedometer) on soil specimens stabilised with 3%, 6%, 9%, and 12% cement dosages. Meanwhile, only the 6% cement-stabilised soil is used in unsaturated tests with a modified suction-controlled oedometer. The findings of this study highlighted that cement-stabilised laterite soil exhibits significantly lower compressibility in comparison to unstabilised laterite soil. Furthermore, the unsaturated oedometer test demonstrated that soil's compressibility is notably decreased at higher suction levels (drying conditions) compared to lower suction levels (wetting conditions). In summary, this research contributes valuable insights, emphasising the potential of cement as an effective soil stabiliser by reducing soil settlement and enhancing the durability of Malaysia's roads in response to climate-related challenges. SPRINGER 0960-3182 1573-1529 2025 43 1 10.1007/s10706-024-02980-5 Engineering WOS:001367855100002 https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-recordWOS:001367855100002 |
title |
Climate Change Impact on Unsaturated Cement-Stabilized Laterite Soil Using Suction-Controlled Testing |
title_short |
Climate Change Impact on Unsaturated Cement-Stabilized Laterite Soil Using Suction-Controlled Testing |
title_full |
Climate Change Impact on Unsaturated Cement-Stabilized Laterite Soil Using Suction-Controlled Testing |
title_fullStr |
Climate Change Impact on Unsaturated Cement-Stabilized Laterite Soil Using Suction-Controlled Testing |
title_full_unstemmed |
Climate Change Impact on Unsaturated Cement-Stabilized Laterite Soil Using Suction-Controlled Testing |
title_sort |
Climate Change Impact on Unsaturated Cement-Stabilized Laterite Soil Using Suction-Controlled Testing |
container_title |
GEOTECHNICAL AND GEOLOGICAL ENGINEERING |
language |
English |
format |
Article |
description |
In a consequence of climate change's adverse effects, Malaysia's road infrastructure faces significant challenges, particularly during both dry and rainy seasons, which weaken the natural bonds of the laterite soil. This research, therefore, outlines a laboratory study aimed at assessing the impact of cement stabilisation on the compressibility characteristics of laterite soil, subject to both saturated and unsaturated conditions. This study reveals that a 6% cement dosage is optimal for stabilising the laterite soil, proving the minimum 7-day strength requirement of 800 kPa, as specified by the Malaysia Public Works Department (MPWD) for stabilised subgrade material in low-volume roads. Consequently, the research involved conducting saturated tests (utilising a conventional oedometer) on soil specimens stabilised with 3%, 6%, 9%, and 12% cement dosages. Meanwhile, only the 6% cement-stabilised soil is used in unsaturated tests with a modified suction-controlled oedometer. The findings of this study highlighted that cement-stabilised laterite soil exhibits significantly lower compressibility in comparison to unstabilised laterite soil. Furthermore, the unsaturated oedometer test demonstrated that soil's compressibility is notably decreased at higher suction levels (drying conditions) compared to lower suction levels (wetting conditions). In summary, this research contributes valuable insights, emphasising the potential of cement as an effective soil stabiliser by reducing soil settlement and enhancing the durability of Malaysia's roads in response to climate-related challenges. |
publisher |
SPRINGER |
issn |
0960-3182 1573-1529 |
publishDate |
2025 |
container_volume |
43 |
container_issue |
1 |
doi_str_mv |
10.1007/s10706-024-02980-5 |
topic |
Engineering |
topic_facet |
Engineering |
accesstype |
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id |
WOS:001367855100002 |
url |
https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-recordWOS:001367855100002 |
record_format |
wos |
collection |
Web of Science (WoS) |
_version_ |
1820775410384764928 |