Show simple item record

dc.contributor.authorDo, H-D
dc.contributor.authorPham, V-N
dc.contributor.authorPham, A-D
dc.contributor.authorHuynh, P-N
dc.contributor.authorOh, E
dc.date.accessioned2021-11-05T05:01:52Z
dc.date.available2021-11-05T05:01:52Z
dc.date.issued2021
dc.identifier.issn0046-5828en_US
dc.identifier.urihttp://hdl.handle.net/10072/409548
dc.description.abstractThis paper presents the results of the experimental study to determine the correlation between the elastic modulus (E50) and the unconfined compressive strength (qu) of cement-Treated soil by wet mixing method. Laboratory experiment program was conducted for four soil types: clayey sand, fine sand, medium sand and coarse sand with the amount of cement from 150 to 350 kg cement per cubic meter of natural soils. The unconfined compression tests were conducted, and stress-strain curves were recorded by Trapezium 2.24 software to determine qu in all cases at the ages of 7, 14, 21, 28, and 56 days. Bayesian Model Averaging method (BMA) was used to analyse the effect of cement content, soil type, curing time to the elastic modulus E50 and determine the linear regression equations between E50 and qu. The results can be applied for determining of the elastic modulus E50 of cement-Treated sand by a wet-mixing method in order to calculate and design soil-cement columns bearing load for a high-rise building foundation.en_US
dc.description.peerreviewedYesen_US
dc.languageEnglishen_US
dc.publisherSoutheast Asian Geotechnical Societyen_US
dc.publisher.urihttp://seags.ait.asia/journals/an-investigation-of-the-elastic-modulus-of-cement-stabilised-soil-by-wet-mixing-method-for-sand-ground/en_US
dc.relation.ispartofpagefrom67en_US
dc.relation.ispartofpageto74en_US
dc.relation.ispartofissue1en_US
dc.relation.ispartofjournalGeotechnical Engineering Journal of the SEAGS & AGSSEAen_US
dc.relation.ispartofvolume52en_US
dc.subject.fieldofresearchCivil geotechnical engineeringen_US
dc.subject.fieldofresearchcode400502en_US
dc.subject.keywordsScience & Technologyen_US
dc.subject.keywordsEngineering, Geologicalen_US
dc.subject.keywordsCement-treated soilen_US
dc.titleAn Investigation of the Elastic Modulus of Cement-Stabilised Soil by Wet Mixing Method for Sand Grounden_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Articlesen_US
dcterms.bibliographicCitationDo, H-D; Pham, V-N; Pham, A-D; Huynh, P-N; Oh, E, An Investigation of the Elastic Modulus of Cement-Stabilised Soil by Wet Mixing Method for Sand Ground, Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2021, 52 (1), pp. 67-74en_US
dc.date.updated2021-10-21T23:30:37Z
dc.description.versionVersion of Record (VoR)en_US
gro.rights.copyright© 2021 Southeast Asian Geotechnical Society. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the conference's website for access to the definitive, published version.en_US
gro.hasfulltextFull Text
gro.griffith.authorOh, Erwin


Files in this item

This item appears in the following Collection(s)

  • Journal articles
    Contains articles published by Griffith authors in scholarly journals.

Show simple item record