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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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 |
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coir fibre microstructure residual soil response surface methodology seashell mechanical property microstructure response surface methodology soil mechanics soil property tropical soil |
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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 |
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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. |
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35072537800 |
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35072537800 Anggraini V. Dassanayake S. Emmanuel E. Yong L.L. Kamaruddin F.A. Syamsir A. |
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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 |
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MDPI |
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2024 |
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1814060077777158144 |
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13.222552 |