Study on Mechanism of Soil Displacement Effect in Large-Diameter PHC Pipe Piles
In order to investigate the soil displacement effects and penetration resistance mechanisms of large-diameter PHC pipe piles (1200 mm) in complex railway geology, a tripartite framework combining field tests, theoretical analysis, and numerical simulations was established based on the Xiong’an–BDA E...
שמור ב:
| Principais autores: | , , |
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| פורמט: | Artigo |
| שפה: | Inglês |
| יצא לאור: |
MDPI AG
2026-02-01
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| סדרה: | Applied Sciences |
| נושאים: | |
| גישה מקוונת: | https://www.mdpi.com/2076-3417/16/5/2197 |
| תגים: |
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