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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... Click to show full 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...
Keywords:
soft soils;
embankments soft;
numerical analyses;
towards consistent;
analyses embankments;
consistent numerical
Journal Title: European Journal of Environmental and Civil Engineering
Year Published: 2017
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Journal Title: European Journal of Environmental and Civil Engineering
Year Published: 2017
Link to full text (if available)
Share on Social Media: Sign Up to like & get
recommendations!