Response Surface Methodology: The Improvement of Tropical Residual Soil Mechanical Properties Utilizing Calcined Seashell Powder and Treated Coir Fibre

Calcined seashell (CSS) powder and treated coir fibre (CF) are well-established additives for reinforcing poor soils. However, the absence of specific mix designs to optimize the mix additives makes it difficult to predict their combined effect on improving the mechanical behaviour of poor soils. Th...

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Main Authors: Anggraini V., Dassanayake S., Emmanuel E., Yong L.L., Kamaruddin F.A., Syamsir A.
Other Authors: 35072537800
Format: Article
Published: MDPI 2024
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spelling my.uniten.dspace-342632024-10-14T11:18:43Z Response Surface Methodology: The Improvement of Tropical Residual Soil Mechanical Properties Utilizing Calcined Seashell Powder and Treated Coir Fibre Anggraini V. Dassanayake S. Emmanuel E. Yong L.L. Kamaruddin F.A. Syamsir A. 35072537800 57202418060 57207694647 57211491878 57211754531 57195320482 coir fibre microstructure residual soil response surface methodology seashell mechanical property microstructure response surface methodology soil mechanics soil property tropical soil Calcined seashell (CSS) powder and treated coir fibre (CF) are well-established additives for reinforcing poor soils. However, the absence of specific mix designs to optimize the mix additives makes it difficult to predict their combined effect on improving the mechanical behaviour of poor soils. This research explores the use of response surface methods to find the optimal proportions of CSS and CF for enhancing the mechanical properties of a tropical residual soil. This study uses a combination of Analysis of Variance (ANOVA) and regression models to examine how the independent variables of the CSS content, CF content, and curing duration influence the responses of the Unconfined Compressive Strength (UCS), Flexural Strength (FS), and Indirect Tensile Strength (ITS). The findings show that the optimal mix of 9.06% CSS, 0.30% CF, and 12 days of curing significantly improved the UCS, FS, and ITS by roughly six, four, and three times, respectively. Microstructural analysis revealed that the formation of calcium-aluminate-hydrate and calcium-silicate-hydrate are the primary components responsible for the enhanced mechanical properties of the treated soil. � 2023 by the authors. Final 2024-10-14T03:18:43Z 2024-10-14T03:18:43Z 2023 Article 10.3390/su15043588 2-s2.0-85149200202 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85149200202&doi=10.3390%2fsu15043588&partnerID=40&md5=16d7a3d421c5fe8d5bd27611a3d32e9b https://irepository.uniten.edu.my/handle/123456789/34263 15 4 3588 All Open Access Gold Open Access MDPI Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
topic coir fibre
microstructure
residual soil
response surface methodology
seashell
mechanical property
microstructure
response surface methodology
soil mechanics
soil property
tropical soil
spellingShingle coir fibre
microstructure
residual soil
response surface methodology
seashell
mechanical property
microstructure
response surface methodology
soil mechanics
soil property
tropical soil
Anggraini V.
Dassanayake S.
Emmanuel E.
Yong L.L.
Kamaruddin F.A.
Syamsir A.
Response Surface Methodology: The Improvement of Tropical Residual Soil Mechanical Properties Utilizing Calcined Seashell Powder and Treated Coir Fibre
description Calcined seashell (CSS) powder and treated coir fibre (CF) are well-established additives for reinforcing poor soils. However, the absence of specific mix designs to optimize the mix additives makes it difficult to predict their combined effect on improving the mechanical behaviour of poor soils. This research explores the use of response surface methods to find the optimal proportions of CSS and CF for enhancing the mechanical properties of a tropical residual soil. This study uses a combination of Analysis of Variance (ANOVA) and regression models to examine how the independent variables of the CSS content, CF content, and curing duration influence the responses of the Unconfined Compressive Strength (UCS), Flexural Strength (FS), and Indirect Tensile Strength (ITS). The findings show that the optimal mix of 9.06% CSS, 0.30% CF, and 12 days of curing significantly improved the UCS, FS, and ITS by roughly six, four, and three times, respectively. Microstructural analysis revealed that the formation of calcium-aluminate-hydrate and calcium-silicate-hydrate are the primary components responsible for the enhanced mechanical properties of the treated soil. � 2023 by the authors.
author2 35072537800
author_facet 35072537800
Anggraini V.
Dassanayake S.
Emmanuel E.
Yong L.L.
Kamaruddin F.A.
Syamsir A.
format Article
author Anggraini V.
Dassanayake S.
Emmanuel E.
Yong L.L.
Kamaruddin F.A.
Syamsir A.
author_sort Anggraini V.
title Response Surface Methodology: The Improvement of Tropical Residual Soil Mechanical Properties Utilizing Calcined Seashell Powder and Treated Coir Fibre
title_short Response Surface Methodology: The Improvement of Tropical Residual Soil Mechanical Properties Utilizing Calcined Seashell Powder and Treated Coir Fibre
title_full Response Surface Methodology: The Improvement of Tropical Residual Soil Mechanical Properties Utilizing Calcined Seashell Powder and Treated Coir Fibre
title_fullStr Response Surface Methodology: The Improvement of Tropical Residual Soil Mechanical Properties Utilizing Calcined Seashell Powder and Treated Coir Fibre
title_full_unstemmed Response Surface Methodology: The Improvement of Tropical Residual Soil Mechanical Properties Utilizing Calcined Seashell Powder and Treated Coir Fibre
title_sort response surface methodology: the improvement of tropical residual soil mechanical properties utilizing calcined seashell powder and treated coir fibre
publisher MDPI
publishDate 2024
_version_ 1814060077777158144
score 13.222552