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
| Author(s): |
Xiangxun Kong
Liang Tang 
Xianzhang Ling Yize Zhao Shengyi Cong Kai Sun |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | International Journal of Civil Engineering, April 2022, n. 7, v. 20 |
| Page(s): | 793-808 |
| DOI: | 10.1007/s40999-021-00697-7 |
- About this
data sheet - Reference-ID
10656908 - Published on:
17/02/2022 - Last updated on:
13/08/2022
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