Nonlinear consolidation of arbitrary layered soil with continuous drainage boundary: An approximate closed-form solution
Based on the double nonlinear consolidation constitutive associated with the compression and permeability coefficients, presented by Mesri and Rokhsar (1974), this paper derives an approximate closed-form solution for the one-dimensional nonlinear consolidation of the arbitrary layered soils incorpo...
| Main Authors: | , , , , , , |
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| Formato: | Artigo |
| Idioma: | English |
| Publicado: |
Elsevier
2024-02-01
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| Series: | Soils and Foundations |
| Subjects: | |
| Acceso en liña: | http://www.sciencedirect.com/science/article/pii/S003808062300135X |