A Simple Elastoplastic Model for Normally and Over Consolidated Soils with Unified Material Parameters

By T. Nakai, M. Hinokio. 2004

262 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law

View Paper: https://www.semanticscholar.org/paper/db9f54663df54b8d4f124878e5b8b26391667e57

How researchers see this paper

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1. H. Shahin
2. M. Kikumoto
3. H. Kyokawa
4. Feng Zhang
5. M. Farias
6. T. Nakai

Citations in the corpus

• A SIMPLE AND UNIFIED THREE-DIMENSIONAL MODEL TO DESCRIBE VARIOUS CHARACTERISTICS OF SOILS (2011, methodology): “…the plastic strain increment in the model of stage III is given by depij＝〈L〉 &F &tij ＝〈 dF＋dc hp 〉 &F &tij (66) The formulation of the present three-dimensional model was developed in such a way that it coincides with the subloading tij model developed by Nakai and Hinokio (2004) and Nakai (2007).”