Numerical Investigation of Inclined Piles under Liquefaction-Induced Lateral Spreading
Inclined piles have been widely applied as one of the countermeasures against large lateral spreading induced by soil liquefaction during earthquakes. However, the unsatisfactory performance of inclined piles in past events has impeded their application in seismic areas. To elucidate the performance...
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| Hlavní autoři: | , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
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MDPI AG
2023-05-01
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| Edice: | Geotechnics |
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| On-line přístup: | https://www.mdpi.com/2673-7094/3/2/19 |
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