2021
DOI: 10.1007/s40515-021-00188-1
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Effect of Reinforcement Width on Dynamic response of Basal Geosynthetic-Reinforced Embankment

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Cited by 3 publications
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“…Several numerical studies investigated the seismic behavior of highway embankments in improved soft soils. These studies used the linear elastic-perfectly plastic constitutive model with a Mohr-Coulomb failure criterion to represent the behavior of the soil and LTP [31][32][33][34][35][36]. Some studies used the constitutive models UBCYST and PM4silt to take into account the nonlinear behavior of soils during seismic motions [37][38][39][40].…”
Section: Introductionmentioning
confidence: 99%
“…Several numerical studies investigated the seismic behavior of highway embankments in improved soft soils. These studies used the linear elastic-perfectly plastic constitutive model with a Mohr-Coulomb failure criterion to represent the behavior of the soil and LTP [31][32][33][34][35][36]. Some studies used the constitutive models UBCYST and PM4silt to take into account the nonlinear behavior of soils during seismic motions [37][38][39][40].…”
Section: Introductionmentioning
confidence: 99%