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Comparative measurement of compaction impact of clay stabilized with cement, peat ash and silica sand

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dc.citedby21
dc.contributor.authorWong L.S.en_US
dc.contributor.authorMousavi S.en_US
dc.contributor.authorSobhani S.en_US
dc.contributor.authorKong S.Y.en_US
dc.contributor.authorBirima A.H.en_US
dc.contributor.authorMohd Pauzi N.I.en_US
dc.contributor.authorid55504782500en_US
dc.contributor.authorid56468809700en_US
dc.contributor.authorid57090230300en_US
dc.contributor.authorid57208875766en_US
dc.contributor.authorid23466519000en_US
dc.contributor.authorid26536518100en_US
dc.date.accessioned2023-05-29T06:11:19Z
dc.date.available2023-05-29T06:11:19Z
dc.date.issued2016
dc.descriptionCements; Clay; Compaction; Design; Highway engineering; Peat; Silica; Stabilization; Testing; Compacted clays; Comparative measurements; Direct shear apparatus; Highway construction; Organic content; Peat ash; Stabilized clays; Stabilized with cements; Silica sanden_US
dc.description.abstractThis paper concentrates on measuring the compact ability of Taman Wetland clay stabilized with cement, peat ash and silica sand. The organic content of peat makes it a problematic basement soil for highway construction. Such problem can be solved by removing and incinerating the peat for generating peat ash which is applicable for stabilization of the compacted clay. Compaction tests were conducted on both untreated and stabilized clay specimens. The mix designs from the compaction tests were applied on stabilized clay specimens for testing using direct shear apparatus. A feasible mix design can be developed by partially replacing the cement with 1.5% peat ash in the test specimens. Test specimen with the mix design has the highest cohesion of 133�kPa as compared to those of test specimens with other mix designs under study. Such cohesiveness is attributable to the formation of cementation crystals which effectively clogged the pore spaces of the stabilized clay. � 2016 Elsevier Ltden_US
dc.description.natureFinalen_US
dc.identifier.doi10.1016/j.measurement.2016.08.029
dc.identifier.epage504
dc.identifier.scopus2-s2.0-84984972842
dc.identifier.spage498
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84984972842&doi=10.1016%2fj.measurement.2016.08.029&partnerID=40&md5=1b91843c97dc7a31022fd5a4533d621c
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22609
dc.identifier.volume94
dc.publisherElsevier B.V.en_US
dc.sourceScopus
dc.sourcetitleMeasurement: Journal of the International Measurement Confederation
dc.titleComparative measurement of compaction impact of clay stabilized with cement, peat ash and silica sanden_US
dc.typeArticleen_US
dspace.entity.typePublication
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