A 3D Elasto-plastic Constitutive Model for Clay Based on the Unified Hardening Model with Insights into the Coupling Effect of Small-Strain Stiffness and Over-Consolidation Ratio
| Auteur(s): |
Xiangxun Kong
Liang Tang 
Xianzhang Ling Yize Zhao Shengyi Cong Kai Sun |
|---|---|
| Médium: | article de revue |
| Langue(s): | anglais |
| Publié dans: | International Journal of Civil Engineering, avril 2022, n. 7, v. 20 |
| Page(s): | 793-808 |
| DOI: | 10.1007/s40999-021-00697-7 |
- Informations
sur cette fiche - Reference-ID
10656908 - Publié(e) le:
17.02.2022 - Modifié(e) le:
13.08.2022
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