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Simple constitutive models to represent the effect of mechanical damage and abrasion on the short-term load-strain response of geosynthetics

Simple constitutive models to represent the effect of mechanical damage and abrasion on the short-term load-strain response of geosynthetics
Simple constitutive models to represent the effect of mechanical damage and abrasion on the short-term load-strain response of geosynthetics
This paper discusses simple constitutive models to represent the tensile response of two geosynthetics (geotextile GTX and reinforcement geocomposite GCR) and the influence of two endurance durability agents on that response: mechanical and abrasion damage, acting independently and combined. The damage was induced in laboratory under standard conditions. The polynomial models approximated the short-term tensile experimental data very well and better than the hyperbolic-based models. The polynomial model parameters have no physical meaning. The equations from the literature did not always represent the parameters of hyperbolic-based models and their physical meaning. The secant stiffness for 5% strain obtained from the models was conservative for GTX and too optimistic for GCR. No clear relationship was found between the model parameters of the undamaged samples and the samples submitted to mechanical damage (MEC), abrasion damage (ABR) or mechanical and abrasion damage (MEC+ABR). The model parameters were normalised to the reduction factors for damage and to the tensile strength of each sample. A unique trend between parameters was not found. For GTX the normalised parameter b/Tult,sample was reduced after damage and all damaged samples exhibited a similar value.
279-287
Paula, Antonio
3988ca7c-4274-44f2-aef2-3efb56e69b04
Pinho-Lopes, Margarida
b7e5f7d6-90d8-48cc-b991-0495445fcea4
Paula, Antonio
3988ca7c-4274-44f2-aef2-3efb56e69b04
Pinho-Lopes, Margarida
b7e5f7d6-90d8-48cc-b991-0495445fcea4

Paula, Antonio and Pinho-Lopes, Margarida (2018) Simple constitutive models to represent the effect of mechanical damage and abrasion on the short-term load-strain response of geosynthetics. 9th European Conference on Numerical Methods in Geotechnical Engineering, Faculty of Engineering of University of Porto, Portugal, Porto, Portugal. 25 - 27 Jun 2018. pp. 279-287 .

Record type: Conference or Workshop Item (Paper)

Abstract

This paper discusses simple constitutive models to represent the tensile response of two geosynthetics (geotextile GTX and reinforcement geocomposite GCR) and the influence of two endurance durability agents on that response: mechanical and abrasion damage, acting independently and combined. The damage was induced in laboratory under standard conditions. The polynomial models approximated the short-term tensile experimental data very well and better than the hyperbolic-based models. The polynomial model parameters have no physical meaning. The equations from the literature did not always represent the parameters of hyperbolic-based models and their physical meaning. The secant stiffness for 5% strain obtained from the models was conservative for GTX and too optimistic for GCR. No clear relationship was found between the model parameters of the undamaged samples and the samples submitted to mechanical damage (MEC), abrasion damage (ABR) or mechanical and abrasion damage (MEC+ABR). The model parameters were normalised to the reduction factors for damage and to the tensile strength of each sample. A unique trend between parameters was not found. For GTX the normalised parameter b/Tult,sample was reduced after damage and all damaged samples exhibited a similar value.

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Published date: 22 June 2018
Venue - Dates: 9th European Conference on Numerical Methods in Geotechnical Engineering, Faculty of Engineering of University of Porto, Portugal, Porto, Portugal, 2018-06-25 - 2018-06-27

Identifiers

Local EPrints ID: 422254
URI: http://eprints.soton.ac.uk/id/eprint/422254
PURE UUID: 70d127c4-1893-423e-b3df-1e407b359e7e
ORCID for Margarida Pinho-Lopes: ORCID iD orcid.org/0000-0003-0808-6307

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Date deposited: 19 Jul 2018 16:30
Last modified: 16 Mar 2024 04:14

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Author: Antonio Paula

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