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

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Bibliographic Details
Published inInternational journal of civil engineering (Tehran. Online) Vol. 20; no. 7; pp. 793 - 808
Main Authors Kong, Xiangxun, Tang, Liang, Ling, Xianzhang, Zhao, Yize, Cong, Shengyi, Sun, Kai
Format Journal Article
LanguageEnglish
Published 01.07.2022
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ISSN:1735-0522
2383-3874
DOI:10.1007/s40999-021-00697-7