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Publicação:
DMT for Load-Settlement Curve Prediction in a Tropical Sandy Soil Compared to Plate Load Tests

dc.contributor.authorDos Santos, Roberto A. [UNESP]
dc.contributor.authorRocha, Breno P.
dc.contributor.authorGiacheti, Heraldo L. [UNESP]
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionUniversidade Federal de Mato Grosso do Sul (UFMS)
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.date.accessioned2020-12-10T19:54:16Z
dc.date.available2020-12-10T19:54:16Z
dc.date.issued2020-01-01
dc.description.abstractThe flat dilatometer test (DMT) has been used as an accurate in situ site investigation tool for foundation settlement prediction. However, few investigations have assessed its performance in settlement prediction in unusual soils. In addition, very little work has been performed to obtain a complete load-settlement prediction curve. This article assesses an approach that uses the DMT to obtain a complete load-settlement prediction curve at a tropical sandy soil site under both natural and inundated conditions. DMTs, plate load tests, and oedometer tests were carried out in these two moisture conditions at the experimental research site located in Bauru, Sao Paulo State, Brazil. The obtained data showed good agreement between the load-settlement curve predicted by the DMT and those determined by the plate load tests at four different depths and two soil conditions. The presented interpretation method based on DMT data worked well to predict the complete load-settlement curve at an unusual soil site at different depths and soil moisture content conditions.en
dc.description.affiliationSao Paulo State Univ, Dept Civil & Environm Engn, 14-01 Engn Luiz Edmundo Carrijo Coube Ave, BR-17033360 Sao Paulo, Brazil
dc.description.affiliationUniv Fed Mato Grosso, Inst Engn, 2367 Fernando Correa da Costa Ave, BR-78060900 Cuiabad, Mato Grosso, Brazil
dc.description.affiliationUniv Sao Paulo, Dept Geotech Engn, 400 Trabalhador Sao Carlense Ave, BR-13566590 Sao Paulo, Brazil
dc.description.affiliationUnespSao Paulo State Univ, Dept Civil & Environm Engn, 14-01 Engn Luiz Edmundo Carrijo Coube Ave, BR-17033360 Sao Paulo, Brazil
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
dc.description.sponsorshipNational Council for Scientific and Technological Development
dc.description.sponsorshipIdFAPESP: 2010/50680-3
dc.description.sponsorshipIdFAPESP: 2011/09031-0
dc.description.sponsorshipIdFAPESP: 2014/23767-8
dc.description.sponsorshipIdFAPESP: 2015/17260-0
dc.description.sponsorshipIdNational Council for Scientific and Technological Development: 446424/2014-5
dc.description.sponsorshipIdNational Council for Scientific and Technological Development: 310867/2012-6
dc.format.extent113-131
dc.identifierhttp://dx.doi.org/10.1520/GTJ20180079
dc.identifier.citationGeotechnical Testing Journal. W Conshohocken: Amer Soc Testing Materials, v. 43, n. 1, p. 113-131, 2020.
dc.identifier.doi10.1520/GTJ20180079
dc.identifier.issn0149-6115
dc.identifier.urihttp://hdl.handle.net/11449/196725
dc.identifier.wosWOS:000522031300007
dc.language.isoeng
dc.publisherAmer Soc Testing Materials
dc.relation.ispartofGeotechnical Testing Journal
dc.sourceWeb of Science
dc.subjectin situ testing
dc.subjectflat dilatometer test
dc.subjectshallow foundation
dc.subjectload-settlement curve
dc.subjectsettlement
dc.titleDMT for Load-Settlement Curve Prediction in a Tropical Sandy Soil Compared to Plate Load Testsen
dc.typeArtigo
dcterms.rightsHolderAmer Soc Testing Materials
dspace.entity.typePublication
unesp.departmentEngenharia Civil e Ambiental - FEBpt

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