Reliability assessment of laterally loaded single piles
The deterministic solution of laterally-loaded piles is implicit and often requires an iterative numerical procedure to obtain. On the other hand, parametric uncertainty is inherent in geotechnical engineering. While the uncertainties can be accounted for by adopting probabilistic methods, extendi...
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| Format: | Theses and Dissertations |
| Language: | English |
| Published: |
2012
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| Online Access: | https://hdl.handle.net/10356/48201 |
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| Institution: | Nanyang Technological University |
| Language: | English |