Abstract: This paper presents a numerical study to model the thermal-induced pipeline buckling–soil interaction as a demonstration of the feasibility of modeling global buckling using an effective stress remeshing and interpolation ...

Abstract: In situ soil properties exhibit spatial variability, which is often described using a three-dimensional (3D) random field. With site investigations, soil properties at some specific locations are available. The corresponding ...

Abstract: This paper aims to present an integrated analytical model for geosynthetic-reinforced and pile-supported embankments (GRPSEs) by rationally combining the reinforced embankment, the pile-embedded soft soil foundation, the ...

Abstract: This paper proposes a conceptual framework for describing the small-strain shear modulus (Gmax) of cement-treated clay based on the results of parametric studies covering the influence of mix ratio, curing time, void ratio, ...