TENSILE AND CREEP BEHAVIOR OF GEOSYNTHETICS USING CONFINED-ACCELERATED TESTS

• Autor(a) principal: Nunes de Franca, Fagner Alexandre [UNESP]
• Data de Publicação: 2013
• Outros Autores: Basile Avesani, Francisco Paulo, Massimino, Beatriz de Mello [UNESP], Bueno, Benedito de Souza, Zornberg, Jorge Gabriel, Cui, Y. J., Emeriault, F., Cuira, F., Ghabezloo, S., Pereira, J. M., Reboul, M., Ravel, H., Tang, A. M.
• Tipo de documento: Artigo de conferência
• Idioma: eng
• Título da fonte: Repositório Institucional da UNESP
• Texto Completo: http://dx.doi.org/10.3233/978-1-61499-297-4-90; http://hdl.handle.net/11449/111863

A major aspect in geosynthetics creep analysis is the load level applied to the specimen, usually referred as a percentage of the geosynthetic ultimate tensile strength (UTS). Since both tensile and creep standard tests are performed with in-isolation specimens, they may not reproduce the possibly significant effect of soil-geosynthetic interaction. A new creep testing machine was recently developed and successfully addressed this concern. However, further developments allowed tensile tests to be performed in the same conditions used in nonconventional creep ones. This paper presents the results of nonconventional tensile tests performed with a woven biaxial polyester geogrid. They were used to define its UTS in the same conditions employed in creep tests performed with the new equipment. Despite changes in tensile curves shapes were found, the UTS from confined, accelerated and confined-accelerated tensile tests were quite similar to those obtained with standard tensile test procedure.