The slenderness ratio effect on the response of closed-end pipe piles in liquefied and non-liquefied soil layers under coupled static-seismic loading
This study presents the findings of a 3D finite element modeling on the performance of a single pile under various slenderness ratios (25, 50, 75, 100). These percentages were assigned to cover the most commonly configuration used in such kind of piles. The effect of the soil condition (dry and satu...
| Published in: | Journal of the Mechanical Behavior of Materials |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Published: |
De Gruyter Open Ltd
2022
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| Online Access: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85128899900&doi=10.1515%2fjmbm-2022-0009&partnerID=40&md5=7ac75fa8ea5b62db9735f2749bb10fab |