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Geosynthetic interfaces are characterized by strain-softening behaviors that exhibit a reduction in shear stress at relative shear displacements beyond peak strengths. The traditional practice in assessing the stability of geosynthetic barrier systems is based on Limit Equilibrium Method (LEM) which cannot consider the strain-softening behavior of interfaces. The safety factors calculated by LEM may...
Simulation of geosynthetic-soil interaction is a key problem in numerical analysis of geosynthetic-structure. This paper introduces systematically the state-of-the-art of simulation methods of geosynthetic-soil interaction, including various interface calculation methods and constitutive models. The advantages and disadvantages of the methods and models are also assessed and analyzed. Based on such...
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