Please use this identifier to cite or link to this item: http://hdl.handle.net/10216/80526
Author(s): Micaela Oliveira
Agostinho Mendonça
M. Lurdes Lopes
Title: Soil-geosynthetic interaction: interface parameters in granular soils
Issue Date: 2014
Abstract: Intensive research on soil/geosynthetic interface behaviour have been developed, since 1995, by a research group of the Faculty of Engineering of Porto University. In this research soil/geosyntheticinterface behaviour was characterized by performing pullout, direct shear and inclined shear tests with different types of geosynthetics, namely, geotextiles, geogrids and geomembranes confined by granular soils.An overall treatment of the research collected data from geogrids pullout tests will be presented, in order to define correlations between the interface coefficient, f, and the application conditions of different types of geogrids and confining materials. By applying statistical analysis to the different correlations it was possibleto obtain a general equation for the interface resistance coefficient, f, function of the soil compaction conditions, confining stress and geogrids structure, which is the corollary of the present research.
Subject: Ciências Tecnológicas, Ciências da engenharia e tecnologias
Technological sciences, Engineering and technology
URI: http://hdl.handle.net/10216/80526
Source: 14º Congresso Nacional de Geotecnia
Related Information: info:eu-repo/grantAgreement/FCT - Fundação para a Ciência e Tecnologia/Projectos de I&DT em Todos os Domínios Científicos/PTDC/ECM/100975/2008/ValorSoil - Utilização de solos "pobres" na execução de estruturas reforçadas com geossintéticos. Estudo experimental do comportamento /ValorSoil
Document Type: Artigo em Livro de Atas de Conferência Nacional
Rights: openAccess
License: https://creativecommons.org/licenses/by-nc/4.0/
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Nacional

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