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Simulation of long-term consolidation behavior of soft sensitive clay using an elasto-viscoplastic constitutive model
- Karim, M. R., Oka , F., Krabbenhoft, K., Leroueil , S., Kimoto, S.
An automatic time increment selection scheme for simulation of elasto-viscoplastic consolidation of clayey soils
- Karim, M. R., Oka, F.
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