Creep of Geotextiles Using Time–Temperature Superposition Methods

TLDR

The study characterizes the long‑term creep behavior of woven polypropylene geotextiles using temperature‑accelerated tensile tests and proposes an alternative design approach that replaces creep‑failure curves with creep‑induced tensile strength loss, creep failure, and creep strain data. The authors performed multistage, temperature‑accelerated tensile and creep tests on 200‑mm wide specimens using roller grips, collected 8‑hour stepped isothermal creep data beyond 100 years, defined creep‑failure curves as deviations from linearity on a semilog scale, and developed a method to quantify residual tensile strength from rapid loading at elevated temperatures after sustained creep. Residual tensile strength after sustained creep exceeds 90 % of the ultimate tensile strength despite the steep creep‑failure curve.

Abstract

A temperature-accelerated tensile testing program was conducted in this study to characterize a woven polypropylene geotextile regarding its long-term stress–strain response, creep failure, and tensile strength remaining after sustained creep loading. Specimens were tested in a load frame that allowed control of multistage load paths. Consistent with current standards for rapid loading of geotextiles, roller-type grips capable of accommodating wide-width (200-mm) specimens were used in this study. The test program included: (i) Rapid loading tensile tests at room and elevated temperatures; (ii) conventional and temperature-accelerated creep tests; and (iii) rapid loading tensile tests conducted after sustained creep loading. Creep strain data for periods beyond 100 years were collected at various load levels using 8-h long tests involving the stepped isothermal method. The creep–failure curve, traditionally defined as time to rupture for sustained creep loading at various load levels, was defined in this study as the deviation of the creep curve from linear behavior in a semilogarithmic scale. A new approach was implemented to quantify and reference the residual tensile strength obtained from rapid loading at elevated temperatures of specimens that had been subjected to sustained creep. In spite of the significant slope in the creep-failure curve of the geosynthetic tested in this study, the residual tensile strength exceeds 90% of the ultimate tensile strength. An alternative to the current design approach, which involves use of creep-failure curves to define creep reduction factors is proposed. This involves use of creep-induced tensile strength loss, creep failure, and creep strains in the design of reinforced soil structures.