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Three point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiber

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dc.citedby48
dc.contributor.authorAnggraini V.en_US
dc.contributor.authorAsadi A.en_US
dc.contributor.authorSyamsir A.en_US
dc.contributor.authorHuat B.B.K.en_US
dc.contributor.authorid35072537800en_US
dc.contributor.authorid26530788200en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid35361794900en_US
dc.date.accessioned2023-05-29T06:37:31Z
dc.date.available2023-05-29T06:37:31Z
dc.date.issued2017
dc.descriptionBending 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 strengthen_US
dc.description.abstractMarine 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 Ltden_US
dc.description.natureFinalen_US
dc.identifier.doi10.1016/j.measurement.2017.07.045
dc.identifier.epage166
dc.identifier.scopus2-s2.0-85026204640
dc.identifier.spage158
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85026204640&doi=10.1016%2fj.measurement.2017.07.045&partnerID=40&md5=2b7d94bcda6f51e22e9a0b015b87169d
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/23035
dc.identifier.volume111
dc.publisherElsevier B.V.en_US
dc.relation.ispartofAll Open Access, Green
dc.sourceScopus
dc.sourcetitleMeasurement: Journal of the International Measurement Confederation
dc.titleThree point bending flexural strength of cement treated tropical marine soil reinforced by lime treated natural fiberen_US
dc.typeArticleen_US
dspace.entity.typePublication
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