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...
Gorde:
| Egile Nagusiak: | , |
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| Formatua: | Artigo |
| Hizkuntza: | Inglês |
| Argitaratua: |
Springer
2026-01-01
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| Saila: | Discover Civil Engineering |
| Gaiak: | |
| Sarrera elektronikoa: | https://doi.org/10.1007/s44290-025-00398-3 |
| Etiketak: |
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