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

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MetadadosDescriçãoIdioma
Autor(es): dc.contributorUniversidade Estadual Paulista (Unesp)-
Autor(es): dc.contributorUniversidade Federal de Mato Grosso do Sul (UFMS)-
Autor(es): dc.contributorUniversidade de São Paulo (USP)-
Autor(es): dc.creatorDos Santos, Roberto A. [UNESP]-
Autor(es): dc.creatorRocha, Breno P.-
Autor(es): dc.creatorGiacheti, Heraldo L. [UNESP]-
Data de aceite: dc.date.accessioned2022-02-22T00:10:16Z-
Data de disponibilização: dc.date.available2022-02-22T00:10:16Z-
Data de envio: dc.date.issued2020-12-09-
Data de envio: dc.date.issued2020-12-09-
Data de envio: dc.date.issued2019-12-31-
Fonte completa do material: dc.identifierhttp://dx.doi.org/10.1520/GTJ20180079-
Fonte completa do material: dc.identifierhttp://hdl.handle.net/11449/196725-
Fonte: dc.identifier.urihttp://educapes.capes.gov.br/handle/11449/196725-
Descrição: dc.descriptionThe 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.-
Descrição: dc.descriptionFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)-
Descrição: dc.descriptionNational Council for Scientific and Technological Development-
Descrição: dc.descriptionSao Paulo State Univ, Dept Civil & Environm Engn, 14-01 Engn Luiz Edmundo Carrijo Coube Ave, BR-17033360 Sao Paulo, Brazil-
Descrição: dc.descriptionUniv Fed Mato Grosso, Inst Engn, 2367 Fernando Correa da Costa Ave, BR-78060900 Cuiabad, Mato Grosso, Brazil-
Descrição: dc.descriptionUniv Sao Paulo, Dept Geotech Engn, 400 Trabalhador Sao Carlense Ave, BR-13566590 Sao Paulo, Brazil-
Descrição: dc.descriptionSao Paulo State Univ, Dept Civil & Environm Engn, 14-01 Engn Luiz Edmundo Carrijo Coube Ave, BR-17033360 Sao Paulo, Brazil-
Descrição: dc.descriptionFAPESP: 2010/50680-3-
Descrição: dc.descriptionFAPESP: 2011/09031-0-
Descrição: dc.descriptionFAPESP: 2014/23767-8-
Descrição: dc.descriptionFAPESP: 2015/17260-0-
Descrição: dc.descriptionNational Council for Scientific and Technological Development: 446424/2014-5-
Descrição: dc.descriptionNational Council for Scientific and Technological Development: 310867/2012-6-
Formato: dc.format113-131-
Idioma: dc.languageen-
Publicador: dc.publisherAmer Soc Testing Materials-
Relação: dc.relationGeotechnical Testing Journal-
???dc.source???: dc.sourceWeb of Science-
Palavras-chave: dc.subjectin situ testing-
Palavras-chave: dc.subjectflat dilatometer test-
Palavras-chave: dc.subjectshallow foundation-
Palavras-chave: dc.subjectload-settlement curve-
Palavras-chave: dc.subjectsettlement-
Título: dc.titleDMT for Load-Settlement Curve Prediction in a Tropical Sandy Soil Compared to Plate Load Tests-
Tipo de arquivo: dc.typelivro digital-
Aparece nas coleções:Repositório Institucional - Unesp

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