Finite strain elastoplastic constitutive model of saturated soil
During the construction of urban underground engineering projects, soils are typically in a saturated state, and many underground engineering accidents are closely related to the large deformation behavior of saturated soils. However, most constitutive models are developed under small strain conditi...
Gorde:
| Egile Nagusiak: | , , |
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| Formatua: | Artigo |
| Hizkuntza: | Chinês |
| Argitaratua: |
Editorial Office of Hydrogeology & Engineering Geology
2025-03-01
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| Saila: | Shuiwen dizhi gongcheng dizhi |
| Gaiak: | |
| Sarrera elektronikoa: | https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202404002 |
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