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...
Furkejuvvon:
| Váldodahkkit: | , , |
|---|---|
| Materiálatiipa: | Artigo |
| Giella: | Chinês |
| Almmustuhtton: |
Editorial Office of Hydrogeology & Engineering Geology
2025-03-01
|
| Ráidu: | Shuiwen dizhi gongcheng dizhi |
| Fáttát: | |
| Liŋkkat: | https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202404002 |
| Fáddágilkorat: |
Eai fáddágilkorat, Lasit vuosttaš fáddágilkora!
|