Publication | Closed Access

One-Dimensional Consolidation Modeling Based on the Isotach Law for Normally Consolidated Clays

Geotechnical EngineeringSoil MechanicSoil CompactionClay MineralEngineeringNormally Consolidated ClaysCivil EngineeringSoil StructureOne-dimensional Consolidation ModelingGeomechanicsIsotach LawMultiscale Modeling