Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > Long-term response and design of two geosynthetics: effect of field installation damage
Publication

Long-term response and design of two geosynthetics: effect of field installation damage

Title
Long-term response and design of two geosynthetics: effect of field installation damage
Type
Article in International Scientific Journal
Year
2018-02-18
Authors
Maria de Lurdes Lopes
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page Without ORCID
M. Pinho Lopes
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
A. M. Paula
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Journal
Vol. 25
Pages: 98-117
ISSN: 1072-6349
Publisher: ICE Publishing Ltd.
Indexing
Publicação em ISI Web of Science ISI Web of Science
INSPEC
Scientific classification
CORDIS: Technological sciences
FOS: Engineering and technology
Other information
Authenticus ID: P-00N-QFW
Resumo (PT):
Abstract (EN): This paper contributes to understanding how installation damage of geosynthetics influences their long-term response and design. A geotextile and a geogrid were exhumed after installation under real conditions; their long-term tensile behaviour was investigated using conventional creep and creep rupture tests. Reduction factors for installation damage, creep and their combined effect were computed. The main aim of the paper was to assess how the long-term response of the geosynthetics was influenced by installation damage and whether it would be necessary to update current design approaches. The installation damage affected the mechanical response of both geosynthetics; important strength reductions were observed, particularly for the most severe installation conditions. The results indicate that, contrary to what has been reported in the literature, the creep rupture response of the geotextile changed after installation damage. When tested under similar creep loads (fraction of the sample tensile strength), both geosynthetics exhibited reduced potential for creep rupture and smaller strains at the end of primary creep. Changes in stiffness were less important than those for strength, for both short- and long-term response. There was synergy between installation damage and creep; the traditional approach to design was unsafe for the geotextile and slightly conservative for the geogrid.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 20
Documents
We could not find any documents associated to the publication with allowed access.
Related Publications

Of the same journal

Seismic stability of reinforced-soil wall by pseudo-dynamic method (2006)
Another Publication in an International Scientific Journal
Castorina Silva Vieira; Sanjay Nimbalkar; Deepankar Choudhury; Jnanendranath Mandal
Liquefaction resistance of sand reinforced with geosynthetics (2009)
Another Publication in an International Scientific Journal
Castorina S. Vieira
Tensile and hydraulic properties of geosynthetics after mechanical damage and abrasion laboratory tests (2013)
Article in International Scientific Journal
A Rosete; P Mendonça Lopes; M Pinho-Lopes; M L Lopes
Soil-geosynthetic interaction in pullout and inclined-plane shear for two geosynthetics exhumed after installation damage (2016)
Article in International Scientific Journal
M. L. Lopes; M. Pinho Lopes; A. M. Paula
Soil-geosynthetic interaction - Influence of soil particle size and geosynthetic structure (1999)
Article in International Scientific Journal
Lopes, MJ; Maria de Lurdes Lopes

See all (17)

Recommend this page Top
Copyright 1996-2025 © Faculdade de Economia da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2025-06-25 at 15:06:17 | Acceptable Use Policy | Data Protection Policy | Complaint Portal
SAMA2