Geogrid creep and tensile tests performed with nonconventional equipment

Registro completo de metadados
MetadadosDescriçãoIdioma
Autor(es): dc.contributorFederal University of Rio Grande do Norte-
Autor(es): dc.contributorUniversidade Estadual Paulista (UNESP)-
Autor(es): dc.contributorUniversity of Texas at Austin-
Autor(es): dc.creatorFrança, F. A.N.-
Autor(es): dc.creatorMassimino, B. M. [UNESP]-
Autor(es): dc.creatorSilva, J. O. [UNESP]-
Autor(es): dc.creatorIceri, F. Y. [UNESP]-
Autor(es): dc.creatorZornberg, J. G.-
Data de aceite: dc.date.accessioned2022-08-04T22:04:33Z-
Data de disponibilização: dc.date.available2022-08-04T22:04:33Z-
Data de envio: dc.date.issued2022-04-28-
Data de envio: dc.date.issued2022-04-28-
Data de envio: dc.date.issued2014-01-01-
Fonte completa do material: dc.identifierhttp://hdl.handle.net/11449/220328-
Fonte: dc.identifier.urihttp://educapes.capes.gov.br/handle/11449/220328-
Descrição: dc.descriptionCreep behavior of geosynthetics is commonly determined by means of creep tests performed with in-isolation specimens. Soil-geosynthetic interaction and duration of the tests were already addressed in previous studies with nonconventional conditions tests. However, since the applied load level in creep tests is referred as a percentage of the geosynthetic tensile strength computed from short-term tests, it is necessary to create a procedure to reproduce the same nonconventional conditions in tensile tests. Thus, this paper presents the improvement of the equipment developed to perform nonconventional creep tests in order to make it capable of conducting nonconventional tensile tests. The main adjustments regarded the loading system and the specimen elongation measurement system with video camera. A biaxial geogrid was used in preliminary tensile tests to verify the equipment performance. Results obtained with the new equipment were quite similar to those from standard apparatus. However, further improvements are still necessary, mainly regarding the specimen elongation measurement system.-
Descrição: dc.descriptionFederal University of Rio Grande do Norte-
Descrição: dc.descriptionSão Paulo State University-
Descrição: dc.descriptionUniversity of Texas at Austin-
Descrição: dc.descriptionSão Paulo State University-
Idioma: dc.languageen-
Relação: dc.relation10th International Conference on Geosynthetics, ICG 2014-
???dc.source???: dc.sourceScopus-
Palavras-chave: dc.subjectConfined-accelerated conditions-
Palavras-chave: dc.subjectGeosynthetics-
Palavras-chave: dc.subjectTensile strength-
Título: dc.titleGeogrid creep and tensile tests performed with nonconventional equipment-
Aparece nas coleções:Repositório Institucional - Unesp

Não existem arquivos associados a este item.