Settlement of a Foundation on an Unsaturated Sandy Base Taking Vibrocreep into Account
Dynamic loading causes (1) a substantial change in the strength and deformation parameters of sandy soil and (2) excessive viscoplastic deformation. The goal of this study is to create a new analytical solution to the problem of the settlement of (1) the foundation that is the source of dynamic load...
| Autors principals: | , , |
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| Format: | Article |
| Idioma: | English |
| Publicat: |
MDPI AG
2023-06-01
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| Col·lecció: | Axioms |
| Matèries: | |
| Accés en línia: | https://www.mdpi.com/2075-1680/12/6/594 |