Tensile and Tearing Properties of a Geocomposite Mechanically Damaged by Repeated Loading and Abrasion
The behaviour of geosynthetics can be affected by many agents, both in the short and long term. Mechanical damage caused by repeated loading or abrasion are examples of agents that may induce undesirable changes in the properties of geosynthetics. The research conducted in this work complemented pre...
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MDPI AG
2023-11-01
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Online Access: | https://www.mdpi.com/1996-1944/16/21/7047 |
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author | José Ricardo Carneiro Filipe Almeida Filipa Carvalho Maria de Lurdes Lopes |
author_facet | José Ricardo Carneiro Filipe Almeida Filipa Carvalho Maria de Lurdes Lopes |
author_sort | José Ricardo Carneiro |
collection | DOAJ |
description | The behaviour of geosynthetics can be affected by many agents, both in the short and long term. Mechanical damage caused by repeated loading or abrasion are examples of agents that may induce undesirable changes in the properties of geosynthetics. The research conducted in this work complemented previous studies and consisted of submitting a geocomposite, isolated and successively, to two degradation tests: mechanical damage under repeated loading and abrasion. The geocomposite (a nonwoven geotextile reinforced with polyethylene terephthalate filaments) was tested on both sides (with or without filaments) and directions (machine and cross-machine). The impact of the degradation tests on the geocomposite was quantified by monitoring changes in its tensile and tearing behaviour. The results showed that, in most cases, the degradation tests caused the deterioration of the tensile and tearing behaviour of the geocomposite, affecting its reinforcement function. The decline in tensile strength correlated reasonably well with the decline in tearing strength. Changing the side and direction tested influenced, in some cases (those involving abrasion), the degradation experienced by the geocomposite. The reduction factors (referring to tensile and tearing strength) for the combined effect of the degradation agents tended to be lower when determined by using the common method (compared to those resulting directly from the successive exposure to both agents). |
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institution | Directory Open Access Journal |
issn | 1996-1944 |
language | English |
last_indexed | 2024-03-11T11:25:01Z |
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spelling | doaj.art-1295394dea5c42bc99e38bb43e9d5b4d2023-11-10T15:07:44ZengMDPI AGMaterials1996-19442023-11-011621704710.3390/ma16217047Tensile and Tearing Properties of a Geocomposite Mechanically Damaged by Repeated Loading and AbrasionJosé Ricardo Carneiro0Filipe Almeida1Filipa Carvalho2Maria de Lurdes Lopes3CONSTRUCT, Department of Civil Engineering, Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, 4200-465 Porto, PortugalCONSTRUCT, Department of Civil Engineering, Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, 4200-465 Porto, PortugalCONSTRUCT, Department of Civil Engineering, Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, 4200-465 Porto, PortugalCONSTRUCT, Department of Civil Engineering, Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias, 4200-465 Porto, PortugalThe behaviour of geosynthetics can be affected by many agents, both in the short and long term. Mechanical damage caused by repeated loading or abrasion are examples of agents that may induce undesirable changes in the properties of geosynthetics. The research conducted in this work complemented previous studies and consisted of submitting a geocomposite, isolated and successively, to two degradation tests: mechanical damage under repeated loading and abrasion. The geocomposite (a nonwoven geotextile reinforced with polyethylene terephthalate filaments) was tested on both sides (with or without filaments) and directions (machine and cross-machine). The impact of the degradation tests on the geocomposite was quantified by monitoring changes in its tensile and tearing behaviour. The results showed that, in most cases, the degradation tests caused the deterioration of the tensile and tearing behaviour of the geocomposite, affecting its reinforcement function. The decline in tensile strength correlated reasonably well with the decline in tearing strength. Changing the side and direction tested influenced, in some cases (those involving abrasion), the degradation experienced by the geocomposite. The reduction factors (referring to tensile and tearing strength) for the combined effect of the degradation agents tended to be lower when determined by using the common method (compared to those resulting directly from the successive exposure to both agents).https://www.mdpi.com/1996-1944/16/21/7047geosyntheticsgeocompositesdegradationmechanical damage under repeated loadingabrasiontensile behaviour |
spellingShingle | José Ricardo Carneiro Filipe Almeida Filipa Carvalho Maria de Lurdes Lopes Tensile and Tearing Properties of a Geocomposite Mechanically Damaged by Repeated Loading and Abrasion Materials geosynthetics geocomposites degradation mechanical damage under repeated loading abrasion tensile behaviour |
title | Tensile and Tearing Properties of a Geocomposite Mechanically Damaged by Repeated Loading and Abrasion |
title_full | Tensile and Tearing Properties of a Geocomposite Mechanically Damaged by Repeated Loading and Abrasion |
title_fullStr | Tensile and Tearing Properties of a Geocomposite Mechanically Damaged by Repeated Loading and Abrasion |
title_full_unstemmed | Tensile and Tearing Properties of a Geocomposite Mechanically Damaged by Repeated Loading and Abrasion |
title_short | Tensile and Tearing Properties of a Geocomposite Mechanically Damaged by Repeated Loading and Abrasion |
title_sort | tensile and tearing properties of a geocomposite mechanically damaged by repeated loading and abrasion |
topic | geosynthetics geocomposites degradation mechanical damage under repeated loading abrasion tensile behaviour |
url | https://www.mdpi.com/1996-1944/16/21/7047 |
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