Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/138718
Author(s): Maria de Lurdes Lopes
Castorina Silva Vieira
Title: Soilgeosynthetic interaction
Issue Date: 2021
Abstract: <jats:title>Abstract</jats:title> <jats:p>Soilgeosynthetic interaction mechanisms and soilgeosynthetic interface resistance are referred to in this chapter. Factors influencing soilgeosynthetic interaction, such as soil particle size, confinement stress, soil density, geosynthetic structure, soil type or alternative fill material, and cyclic loading, are analysed. The main relevance of soil particle size when the reinforcement is a geogrid is put forward. The influence of the soil moisture content on the behaviour of soilgeosynthetic interfaces and the use of alternative backfilling materials such as recycled construction and demolition materials are presented and discussed. The effects of cyclic loading on the interface behaviour under pull-out and direct shear are also described.</jats:p>
DOI: 10.1680/icehge.65000.045
URI: https://hdl.handle.net/10216/138718
Source: ICE Handbook of Geosynthetic Engineering: Geosynthetics and their applications, Third edition
Document Type: Capítulo ou Parte de Livro
Rights: restrictedAccess
Appears in Collections:FEUP - Capítulo ou Parte de Livro

Files in This Item:
File Description SizeFormat 
522150.1.pdf
  Restricted Access
Versão pessoal do Capitulo 21.95 MBAdobe PDFView/Open
522150.pdf197.19 kBAdobe PDFThumbnail
View/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.