Response of Pipe Piles Embedded in Sandy Soils Under Seismic Loads
This paper studies the seismic response of open-ended (OE) pipe piles subjected to static and seismic loads using three-dimensional finite element analysis. The influence of the pipe material, soil saturation, slenderness ratio and earthquake shaking intensity were examined. The finite element model...
| Published in: | Transportation Infrastructure Geotechnology |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Published: |
Springer
2024
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| Online Access: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85163658225&doi=10.1007%2fs40515-023-00318-x&partnerID=40&md5=6d92e361053d72ede30cea35551e1e78 |