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Resistivity Piezocone in the Conceptual Site Model Definition

dc.contributor.authorRiyis, M. T.
dc.contributor.authorGiacheti, H. L. [UNESP]
dc.contributor.institutionECD Sondagens Ambientais Ltda
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2018-11-26T17:41:45Z
dc.date.available2018-11-26T17:41:45Z
dc.date.issued2017-05-01
dc.description.abstractThe management and remediation of contaminated sites are strongly dependent on the diagnosis process during the site characterization program. A Conceptual Site Model (CSM) elaborated by use of high-resolution site characterization (HRSC) tools allows for a detailed diagnosis of geo-environmental issues. The piezocone (CPTu) test is a high-resolution tool that allows several specific sensors to be attached, such as the resistivity module. This hybrid device is called the resistivity piezocone (RCPTu). A simulated geo-environmental site characterization program was performed on a Brazilian erosion site using several tools (direct-push soil samplers, hollow stem auger and RCPTu) to develop the CSM for a site similar to the Brazilian conditions. The aim was to elaborate a detailed stratigraphical profile and verify the applicability of this tool at the studied site. It was noted that the RCPTu data interpretation was consistent with the data from traditional methods, with much more details. Better results were achieved when decision-making occurred on site. It was concluded that the RCPTu is a very useful tool in elaborating a suitable hydrogeological conceptual site model, even for Brazilian conditions, especially in an approach that prioritizes high-resolution geo-environmental characterization.en
dc.description.affiliationECD Sondagens Ambientais Ltda, Sorocaba, SP, Brazil
dc.description.affiliationUniv Estadual Paulista, Dept Engn Civil & Ambiental, Bauru, SP, Brazil
dc.description.affiliationUnespUniv Estadual Paulista, Dept Engn Civil & Ambiental, Bauru, SP, Brazil
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
dc.description.sponsorshipConselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
dc.description.sponsorshipIdFAPESP: 2010/50650-3
dc.description.sponsorshipIdCNPq: 481752/2010-2
dc.description.sponsorshipIdCNPq: 310867/2012-6
dc.format.extent93-107
dc.identifier.citationSoils And Rocks. Sao Paulo: Brazilian Soc Soil Mechanics & Geotechnical Engineering, v. 40, n. 2, p. 93-107, 2017.
dc.identifier.issn1980-9743
dc.identifier.urihttp://hdl.handle.net/11449/163373
dc.identifier.wosWOS:000412402600002
dc.language.isoeng
dc.publisherBrazilian Soc Soil Mechanics & Geotechnical Engineering
dc.relation.ispartofSoils And Rocks
dc.rights.accessRightsAcesso restritopt
dc.sourceWeb of Science
dc.subjectsite characterization
dc.subjectin situ testing
dc.subjectstratigraphical logging
dc.subjectsoil sampling
dc.subjectRCPTu
dc.titleResistivity Piezocone in the Conceptual Site Model Definitionen
dc.typeArtigopt
dcterms.rightsHolderBrazilian Soc Soil Mechanics & Geotechnical Engineering
dspace.entity.typePublication
relation.isDepartmentOfPublicationb426c784-53b3-42d5-a199-548cad1eff1d
relation.isDepartmentOfPublication.latestForDiscoveryb426c784-53b3-42d5-a199-548cad1eff1d
unesp.departmentEngenharia Civil e Ambiental - FEBpt

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