... to 20°C (A^{f′) ( V ′ max 0 , cor ), as represented by Equation 2 31 07 2017 16 10 2017 05 12 2017 © 2018 Thomas Telford Ltd 2018 Geosynthetics Tensile loading test Temperature Elastic Viscous Non-linear three-component model Due}...

... Creep Stress relaxation Strain rate Non-linear three-component model Polymer geogrids have been widely adopted to construct geosynthetic-reinforced soil (GRS) structures such as retaining walls, steep slopes, embankments, bridge abutments, and so on (Tatsuoka et al. 1997...

... property Ageing Non-linear three-component model Simulation The use of polymer geosynthetic reinforcement has become popular in the construction of reinforced soil structures, often more than the use of metal strip/grid reinforcement. When metal reinforcement is used, the vertical and horizontal...

...W. Kongkitkul; F. Tatsuoka A non-linear three-component model has been developed that can predict the strength and deformation of polymer geosynthetic reinforcement when subjected to arbitrary histories of strain, strain rate and temperature as encountered in the laboratory and in the field...

... response, in addition to ‘the first time increase in the load’, but rate-independent cyclic loading effects, if any, are negligible. Later in this paper this fact is reconfirmed by a successful simulation of these test results by a non-linear three-component model having model parameters that are constant...