Numerical modeling of buckling and bending behavior of 2 × 2 pile group in liquefied soil and investigation of improvement solutions
Abstract The seismic performance of pile groups in liquefied soils is a critical challenge in foundation engineering, particularly when buckling and bending interact under dynamic loading. This study investigates the behavior of a $$\:2\times\:2$$ pile group using a three-dimensional FLAC3D numerica...
Wedi'i Gadw mewn:
| Prif Awduron: | , |
|---|---|
| Fformat: | Artigo |
| Iaith: | Inglês |
| Cyhoeddwyd: |
Springer
2026-01-01
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| Cyfres: | Discover Civil Engineering |
| Pynciau: | |
| Mynediad Ar-lein: | https://doi.org/10.1007/s44290-025-00398-3 |
| Tagiau: |
Dim Tagiau, Byddwch y cyntaf i dagio'r cofnod hwn!
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