Dilatometer tests in a Leda clay crust

Detalhes bibliográficos
Autor(a) principal: Tanaka, A.
Data de Publicação: 1998
Outros Autores: Bauer, G. E.
Tipo de documento: Artigo de conferência
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://elibrary.asabe.org/azdez.asp?JID=5&AID=16993&CID=can2004&T=2
http://hdl.handle.net/11449/35900
Resumo: The dilatometer test results have been lately applied in foundation design for prediction of settlement and bearing capacity problems. The equipment, its calibration, test procedures and test data interpretation are simple. These advantages seem to explain the increasing use of the dilatometer (DMT) test as a routine technique for subsoil investigation. The DMT test boreholes were carried out on the grounds of the National Research Council (NRC) in Ottawa. Several test results based on laboratory, and other in situ tests available in the literature for the Leda clay deposit in Ottawa area were used to provide correlations between geotechnical properties and soil index parameters as proposed by Marchetti (1980). More appropriated relationships, even though preliminaries, are presented for the crust layer.
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spelling Dilatometer tests in a Leda clay crustThe dilatometer test results have been lately applied in foundation design for prediction of settlement and bearing capacity problems. The equipment, its calibration, test procedures and test data interpretation are simple. These advantages seem to explain the increasing use of the dilatometer (DMT) test as a routine technique for subsoil investigation. The DMT test boreholes were carried out on the grounds of the National Research Council (NRC) in Ottawa. Several test results based on laboratory, and other in situ tests available in the literature for the Leda clay deposit in Ottawa area were used to provide correlations between geotechnical properties and soil index parameters as proposed by Marchetti (1980). More appropriated relationships, even though preliminaries, are presented for the crust layer.Univ Estadual Paulista, Guaratingueta, SP, BrazilUniv Estadual Paulista, Guaratingueta, SP, BrazilA A Balkema PublishersUniversidade Estadual Paulista (Unesp)Tanaka, A.Bauer, G. E.2014-05-20T15:25:29Z2014-05-20T15:25:29Z1998-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject877-882http://elibrary.asabe.org/azdez.asp?JID=5&AID=16993&CID=can2004&T=2Geotechnical Site Characterization, Vols 1 and 2. Leiden: A A Balkema Publishers, p. 877-882, 1998.http://hdl.handle.net/11449/35900WOS:000073920600130Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengGeotechnical Site Characterization, Vols 1 and 2info:eu-repo/semantics/openAccess2021-10-23T21:41:24Zoai:repositorio.unesp.br:11449/35900Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T22:20:48.906972Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Dilatometer tests in a Leda clay crust
title Dilatometer tests in a Leda clay crust
spellingShingle Dilatometer tests in a Leda clay crust
Tanaka, A.
title_short Dilatometer tests in a Leda clay crust
title_full Dilatometer tests in a Leda clay crust
title_fullStr Dilatometer tests in a Leda clay crust
title_full_unstemmed Dilatometer tests in a Leda clay crust
title_sort Dilatometer tests in a Leda clay crust
author Tanaka, A.
author_facet Tanaka, A.
Bauer, G. E.
author_role author
author2 Bauer, G. E.
author2_role author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Tanaka, A.
Bauer, G. E.
description The dilatometer test results have been lately applied in foundation design for prediction of settlement and bearing capacity problems. The equipment, its calibration, test procedures and test data interpretation are simple. These advantages seem to explain the increasing use of the dilatometer (DMT) test as a routine technique for subsoil investigation. The DMT test boreholes were carried out on the grounds of the National Research Council (NRC) in Ottawa. Several test results based on laboratory, and other in situ tests available in the literature for the Leda clay deposit in Ottawa area were used to provide correlations between geotechnical properties and soil index parameters as proposed by Marchetti (1980). More appropriated relationships, even though preliminaries, are presented for the crust layer.
publishDate 1998
dc.date.none.fl_str_mv 1998-01-01
2014-05-20T15:25:29Z
2014-05-20T15:25:29Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/conferenceObject
format conferenceObject
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://elibrary.asabe.org/azdez.asp?JID=5&AID=16993&CID=can2004&T=2
Geotechnical Site Characterization, Vols 1 and 2. Leiden: A A Balkema Publishers, p. 877-882, 1998.
http://hdl.handle.net/11449/35900
WOS:000073920600130
url http://elibrary.asabe.org/azdez.asp?JID=5&AID=16993&CID=can2004&T=2
http://hdl.handle.net/11449/35900
identifier_str_mv Geotechnical Site Characterization, Vols 1 and 2. Leiden: A A Balkema Publishers, p. 877-882, 1998.
WOS:000073920600130
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Geotechnical Site Characterization, Vols 1 and 2
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 877-882
dc.publisher.none.fl_str_mv A A Balkema Publishers
publisher.none.fl_str_mv A A Balkema Publishers
dc.source.none.fl_str_mv Web of Science
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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