Analytical Solution for One-Dimensional Nonlinear Consolidation of Saturated Double-Layered Soil Subjected to Cyclic Loadings
Cyclic loading-induced consolidation behavior of soft soil is of great interest for the analysis of offshore and onshore structures. In this study, an analytical solution for one-dimensional (1D) nonlinear consolidation of saturated double-layered soil under various types of cyclic loadings such as...
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Autores principales: | Pyol Kim, Chol-U Pak, Hakbom Myong |
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Formato: | article |
Lenguaje: | EN |
Publicado: |
Hindawi Limited
2021
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Materias: | |
Acceso en línea: | https://doaj.org/article/542bd6157b5e414b8ea298ce35f05610 |
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