Towards consistent numerical analyses of embankments on soft soils
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DOI: 10.1080/19648189.2017.1354784
Abstract: A consistent automated parameter derivation method for an advanced constitutive model, Creep-SCLAY1S, which considers anisotropy, structure and creep in soft soil is presented. The algorithms are i... read more here.
Keywords: soft soils; embankments soft; numerical analyses; towards consistent ... See more keywords