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Numerical simulation of cement-treated soil reinforced with coir fiber subjected to flexural loading

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dc.citedby2
dc.contributor.authorAnggraini V.en_US
dc.contributor.authorAsadi A.en_US
dc.contributor.authorHuat B.B.K.en_US
dc.contributor.authorSyamsir A.en_US
dc.contributor.authorid35072537800en_US
dc.contributor.authorid26530788200en_US
dc.contributor.authorid35361794900en_US
dc.contributor.authorid57195320482en_US
dc.date.accessioned2023-05-29T06:01:04Z
dc.date.available2023-05-29T06:01:04Z
dc.date.issued2015
dc.descriptionABAQUS; Bending strength; Cements; Clay deposits; Elastic moduli; Fibers; Numerical analysis; Reinforcement; Safety engineering; Software testing; Soil cement; Soils; Steam turbines; Strength of materials; Cement treated soils; Coir fibers; Failure patterns; Flexural behavior; Marine clays; Plasticity indices; Potential failures; Three-point bending test; Forensic engineeringen_US
dc.description.abstractThe utilization of soft marine clay deposits in the construction of earth platforms has recently come under concern because of potential for cracking in the compacted layer after construction. Because soft marine clay is weak in tension, a testing program was undertaken to determine the effects of using coir fibers and cement as reinforcements on the potential failure of the soft marine clay layer. The investigated admixture of cement and coir fiber was fixed at 10% of cement, with the amount of coir fiber contents varying at 1.0%, 1.5%, 2.0%, and 2.5%. A three-point bending test was conducted to investigate the flexural behavior of the soil treated with coir fibers and cement at 7, 14, and 28 days curing age. The results show that the addition of coir fibers and cement increase both flexural strength and Young's modulus. The numerical analysis using ABAQUS software was also conducted to observe failure patterns of the soil beam composite. � 2016 ASCE.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1061/9780784479711.089
dc.identifier.epage940
dc.identifier.scopus2-s2.0-84957989828
dc.identifier.spage924
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84957989828&doi=10.1061%2f9780784479711.089&partnerID=40&md5=ef51aaf0af86c471a5e7c7a582c7b6e7
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22454
dc.publisherAmerican Society of Civil Engineers (ASCE)en_US
dc.sourceScopus
dc.sourcetitleForensic Engineering 2015: Performance of the Built Environment - Proceedings of the 7th Congress on Forensic Engineering
dc.titleNumerical simulation of cement-treated soil reinforced with coir fiber subjected to flexural loadingen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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