Analysis and model testing of piled embankments
The present study deals with an alternative piled embankment system using precast concrete cap beams (instead of individual pile caps) and geotextile. Model tests and theoretical analysis were carried out to investigate the effects of cap beam spacing and geotextile on the load distribution between...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Research Report |
| Published: |
2008
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| Subjects: | |
| Online Access: | http://hdl.handle.net/10356/8011 |