Abstract: The major cause of earthquake damage to an embankment is the liquefaction of the soil foundation that induces ground-level deformations. The aim of this paper is to assess numerically the effect of the liquefaction-induced ...

Abstract: This article presents an assessment of the effects of pore water pressure generation of the soil foundation on the seismic road embankment response. Numerical simulations were carried out to study the preloading technique ...

Abstract: This article presents an assessment of the effects of pore water pressure generation of the soil foundation on the seismic road embankment response. Numerical simulations were carried out to study the preloading technique ...