Go to:
Logótipo
Você está em: Start > Publications > View > Synergy between mechanical damage and abrasion of a composite geosynthetic and its variability
Publication

Synergy between mechanical damage and abrasion of a composite geosynthetic and its variability

Title
Synergy between mechanical damage and abrasion of a composite geosynthetic and its variability
Type
Article in International Conference Proceedings Book
Year
2015
Authors
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
M. L. 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
Conference proceedings International
Pages: 3291-3297
XVI ECSMGE Geotechnical Engineering for Infrastructure and Development
Edinburgh, 13-17 September
Indexing
Publicação em Scopus Scopus
Scientific classification
FOS: Engineering and technology
CORDIS: Technological sciences
Other information
Resumo (PT):
Abstract (EN): In this paper results of tests to assess the effect of mechanical damage (generally associated with installation processes) and abrasion are presented. Laboratory tests were carried out. The material tested is a composite consisting of two overlapped geosynthetics: a nonwoven geotextile and a woven geogrid. The composite was submitted to each referred agent (mechanical damage and abrasion damage) in isolation and sequentially, in order to assess an eventual synergetic effect. The effect of the damage induced in the shortterm mechanical properties of the geosynthetic was assessed. The variability of these properties was assessed by using either 1 or 3 tests per sample. Abrasion damage (either isolated or combined with mechanical damage) was the most critical mechanism, leading to higher reductions of tensile strength. Increasing the number of tests used to characterise the samples from 1 to 3, has reduced the variability of the properties assessed, although the tensile strength values decreased and the peak strain and secant stiffness modulus for 2% strain increased. The number of characterisation tests carried out per sample didn’t affect the trends observed associated with the damage induced. Some synergisms were observed for mechanical and abrasion damage.
Language: English
Type (Professor's evaluation): Scientific
Contact: lcosta@fe.up.pt
No. of pages: 7
Documents
We could not find any documents associated to the publication with allowed access.
Related Publications

Of the same authors

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
Long-term response and design of two geosynthetics: effect of field installation damage (2018)
Article in International Scientific Journal
Maria de Lurdes Lopes; M. Pinho Lopes; A. M. Paula
Flume Tests on Fine Soil Reinforced with Geosynthetics: Walls of the Salt Pans (Aveiro Lagoon, Portugal) (2015)
Article in International Scientific Journal
M. Pinho Lopes; D. M. Carlos; M. L. Lopes
Stress-strain response of sand reinforced with a geocomposite (2018)
Article in International Conference Proceedings Book
Maria de Lurdes Lopes; David Miranda Carlos; M. Pinho Lopes
Resistance of geotextiles against mechanical and chemical degradation (2014)
Article in International Conference Proceedings Book
J. R. Carneiro; D. M. Carlos; M. L. Lopes; A. M. Paula; M. Pinho Lopes; Paulo Almeida

See all (7)

Recommend this page Top
Copyright 1996-2025 © Faculdade de Farmácia da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2025-06-18 at 14:12:38 | Acceptable Use Policy | Data Protection Policy | Complaint Portal