Rate-Dependent Tensile Response of Polyvinyl Chloride Geomembranes
Nesrin Akel (INRAE, AMU), Guillaume Stoltz (INRAE, AMU), Antoine, Wautier (INRAE, AMU), Fran\c{c}ois Nicot (USMB, ISTerre), Nathalie Touze, (INRAE)

TL;DR
This study investigates how the tensile response of PVC geomembranes varies with strain rate and over time, revealing rate-dependent mechanical properties and stress relaxation behaviors crucial for their durability as hydraulic barriers.
Contribution
It introduces a comprehensive analysis of rate-dependent tensile behavior and stress relaxation in PVC geomembranes, including the application of Burger's model to characterize these effects.
Findings
Tensile modulus and strength decrease at lower strain rates.
Two characteristic relaxation times identified, with fast relaxation within four hours.
Burger's model effectively captures the stress relaxation behavior.
Abstract
One of the challenge that face the effectiveness of Polyvinyl Chloride geomembranes (PVC GMs) as a hydraulic barrier is the capacity to withstand unexpected mechanical actions, particularly tensile forces, during installation and throughout their lifespan. These forces pose risks of premature failure and impermeability degradation. In this study, the characterization of the short and long-term mechanical response of PVC GMs to uniaxial tensile forces has been investigated. Uniaxial tensile test have been performed for tensile rates spanning several orders of magnitude. Analysis of the true stress-strain curves reveals a significant decrease in tensile modulus, strength, and strain at failure at low strain rates, which are relatively close to those applied in situ. Long-term investigations have been conducted as well, through relaxation tests. Our key results unveil two distinct…
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