Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/87591
Author(s): Castorina Silva Vieira
Maria de Lurdes Lopes
Laura Caldeira
Title: Soil-geosynthetic interface shear strength by simple and direct shear tests
Issue Date: 2013
Abstract: Soil-reinforcement interaction mechanism has an utmost importance in the design of reinforced soil structures. Thismechanism depends on the soil properties, reinforcement characteristics and elements (soil and reinforcement) interaction. In thiswork the shear strength of an interface between siliceous sand and a high strength geotextile was characterized through direct andsimple shear tests. The direct shear tests were performed on a large scale direct shear apparatus. The scale effect of the direct shearbox was also analysed. Unreinforced sand and one layer reinforced sand were characterized trough simple shear tests.Notwithstanding the differences between the shear strength characterization through simple shear and direct shear tests, it wasconcluded that the shear strength of the reinforced sand is similar to the interface direct shear strength.
Subject: Geotecnia, Engenharia civil
Geotechnics, Civil engineering
Scientific areas: Ciências da engenharia e tecnologias::Engenharia civil
Engineering and technology::Civil engineering
URI: https://repositorio-aberto.up.pt/handle/10216/87591
Source: Proc. 18th International Conference on Soil Mechanics and Geotechnical Engineering
Document Type: Artigo em Livro de Atas de Conferência Internacional
Rights: restrictedAccess
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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