One-dimensional self-weight consolidation with continuous drainage boundary conditions : solution and application to clay-drain reclamation
Traditional consolidation theories cannot provide good predictions of consolidation settlement in land reclamation because of their assumptions that the influence of soil's self-weight is often neglected, and the drainage boundary is considered as fully pervious/impervious. In view of these lim...
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| Main Authors: | , , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2021
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/151149 |
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| Institution: | Nanyang Technological University |
| Language: | English |