Applicability of elasto-viscoplastic one-dimensional consolidation model to long-term consolidation behavior of quasi-overconsolidated clays
Applicability of elasto-viscoplastic one-dimensional consolidation model to long-term consolidation behavior of quasi-overconsolidated clays
T. Matsui; Kazuhiro Oda
16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
Modeling
Soil Behavior Modeling, Settlements
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