Three point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiber
Bending tests; Cements; Chemical analysis; Elastic moduli; Fibers; Lime; Mixtures; Pavements; Reinforcement; Road construction; Roads and streets; Soil cement; Soil testing; Soils; Strength of materials; Tropics; Cement treated clay; Coconut fiber; Flexural behavior; Load deflection; Marine clays; T...
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2023
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my.uniten.dspace-230352023-05-29T14:37:31Z Three point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiber Anggraini V. Asadi A. Syamsir A. Huat B.B.K. 35072537800 26530788200 57195320482 35361794900 Bending tests; Cements; Chemical analysis; Elastic moduli; Fibers; Lime; Mixtures; Pavements; Reinforcement; Road construction; Roads and streets; Soil cement; Soil testing; Soils; Strength of materials; Tropics; Cement treated clay; Coconut fiber; Flexural behavior; Load deflection; Marine clays; Three point bending; Bending strength Marine soil in the Selangor State of Malaysia was characterized with respect to its engineering properties as pavement layer in road constructions. Samples were collected from North Klang area in Selangor, Malaysia and subjected to physico-chemical, mineralogical and geotechnical analyses. Quick lime or calcium oxide (CaO) treated coconut fibers were introduced to soil cement mixture to enhance the flexural strength of tropical marine soil. Three point bending tests were carried out on treated samples after 7, 14 and 28�days respectively. The tests results showed improvements in the flexural performance of the mixture as it could be seen by the increase in the flexural strength, Young's modulus and the toughness index especially when the treated fibers were incorporated into the mixture. It was found that, the bond strength and interaction between treated fibers and soil was the dominant mechanism controlling the reinforcement benefit. It can be concluded that, the application of the CaO treated coconut fiber reinforced cement treated marine clay from Peninsular Malaysia is useful both in strength and ductility as pavement layer in road constructions. � 2017 Elsevier Ltd Final 2023-05-29T06:37:31Z 2023-05-29T06:37:31Z 2017 Article 10.1016/j.measurement.2017.07.045 2-s2.0-85026204640 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85026204640&doi=10.1016%2fj.measurement.2017.07.045&partnerID=40&md5=2b7d94bcda6f51e22e9a0b015b87169d https://irepository.uniten.edu.my/handle/123456789/23035 111 158 166 All Open Access, Green Elsevier B.V. Scopus |
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Bending tests; Cements; Chemical analysis; Elastic moduli; Fibers; Lime; Mixtures; Pavements; Reinforcement; Road construction; Roads and streets; Soil cement; Soil testing; Soils; Strength of materials; Tropics; Cement treated clay; Coconut fiber; Flexural behavior; Load deflection; Marine clays; Three point bending; Bending strength |
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35072537800 |
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35072537800 Anggraini V. Asadi A. Syamsir A. Huat B.B.K. |
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Anggraini V. Asadi A. Syamsir A. Huat B.B.K. |
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Anggraini V. Asadi A. Syamsir A. Huat B.B.K. Three point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiber |
author_sort |
Anggraini V. |
title |
Three point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiber |
title_short |
Three point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiber |
title_full |
Three point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiber |
title_fullStr |
Three point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiber |
title_full_unstemmed |
Three point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiber |
title_sort |
three point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiber |
publisher |
Elsevier B.V. |
publishDate |
2023 |
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1806423248069459968 |
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13.211869 |