Consolidation of soft clay using vertical drains
In this study, both experimental and numerical investigations were carried out to pursue a better understanding of the consolidation behavior of soft clay with vertical drains. The characteristics of smear zone were evaluated, and the effects of smear and well resistance were studied by larger-scale...
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| Other Authors: | |
| Format: | Theses and Dissertations |
| Language: | English |
| Published: |
2008
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| Subjects: | |
| Online Access: | http://hdl.handle.net/10356/12120 |
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| Institution: | Nanyang Technological University |
| Language: | English |
| Summary: | In this study, both experimental and numerical investigations were carried out to pursue a better understanding of the consolidation behavior of soft clay with vertical drains. The characteristics of smear zone were evaluated, and the effects of smear and well resistance were studied by larger-scale model tests. |
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