Seismic behavior of spun precast concrete pile in liquefiable reclaimed soil of Suburban Dhaka
Abstract Pile foundations can encounter failure during seismic excitations due to large lateral deflection that may arise from the soil liquefaction and generation of the P-Delta (P-D) induced excessive moment, particularly in reclaimed soil. A spun prestressed concrete (SPC) pile is a reliable alte...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Springer
2025-04-01
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| Series: | Discover Civil Engineering |
| Subjects: | |
| Online Access: | https://doi.org/10.1007/s44290-025-00235-7 |
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