Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/99616
Author(s): José Leitão Borges
Daniela Oliveira Marques
Title: Geosynthetic-reinforced and jet grout column-supported embankments on soft soils: numerical analysis and parametric study
Issue Date: 2011
Abstract: Using a computer code based on the finite element method, a study is conducted to analyse the timedependentbehaviour of a geosynthetic-reinforced and jet grout column-supported embankment on softsoils, as well as the influence of three factors: the embankment height, the elastic modulus of column andthe column spacing. The cylindrical unit cell formulation is used. The numerical model incorporates theBiot consolidation theory with soil constitutive relations simulated by the pqh critical state model. Specialemphasis is given to the analysis of several parameters: settlement, excess pore pressure, effectivestress, stress level, tension in the geosynthetic, soil arching effect and overall efficiency coefficient. 2011 Elsevier Ltd. All rights reserved.
Subject: Outras ciências da engenharia e tecnologias
Other engineering and technologies
Scientific areas: Ciências da engenharia e tecnologias::Outras ciências da engenharia e tecnologias
Engineering and technology::Other engineering and technologies
URI: https://repositorio-aberto.up.pt/handle/10216/99616
Document Type: Artigo em Revista Científica Internacional
Rights: restrictedAccess
Appears in Collections:FEUP - Artigo em Revista Científica Internacional

Files in This Item:
File Description SizeFormat 
65614.pdf
  Restricted Access
3.56 MBAdobe PDF    Request a copy from the Author(s)


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