Predicting ε50 for Lateral Behavior of Piles in Marine Clay Using an Evolutionary Based Approach
Analyzing piles subjected to lateral loads significantly depends on soil resistance at any point along the pile as a function of pile deflection, known as p-y curve. On the other hand, the deformation characteristics of soil defined as “the soil strain at 50% of maximum deviatoric stress (ε50)” has...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Iranian Association of Naval Architecture and Marine Engineering
2014-09-01
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| Series: | International Journal of Maritime Technology |
| Subjects: | |
| Online Access: | http://ijmt.ir/article-1-288-en.html |