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...

Full description

Bibliographic Details
Published in:GEOTECHNICAL AND GEOLOGICAL ENGINEERING
Main Authors: Abdul Wahab, Norshakila; Rashid, Ahmad Safuan; Roshan, Mohammad Jawed; Horpibulsuk, Suksun; Razali, Roslizayati
Format: Article
Language:English
Published: SPRINGER 2025
Subjects:
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
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
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