Model Test Study on the Effect of Quasi-Rectangular Shield Tunnel Excavation on Adjacent Pile Foundation in Sand
Tunneling activity inevitably induces soil stress redistribution and ground deformation, which may affect adjacent existing pile foundations. Since many previous studies have mainly focused on circular tunnels, the effects of quasi-rectangular shield (QRS) tunneling on adjacent existing pile foundat...
שמור ב:
| Principais autores: | , , , , , , |
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| פורמט: | Artigo |
| שפה: | Inglês |
| יצא לאור: |
MDPI AG
2026-04-01
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| סדרה: | Buildings |
| נושאים: | |
| גישה מקוונת: | https://www.mdpi.com/2075-5309/16/9/1704 |
| תגים: |
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