Horizontal deformation of adjacent single pile under tunneling considering shearing effect of piles
The excavation of tunneling will release soil stress which affects the existing tunnels. To analyze the horizontal responses of the adjacent existing piles under tunneling, an analytical method is developed considering the shearing effect of piles. Firstly, the pile is considered as a Timoshenko bea...
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| Format: | Artigo |
| Sprache: | Inglês |
| Veröffentlicht: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2018-10-01
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| Schriftenreihe: | Yantu gongcheng xuebao |
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| Online-Zugang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2018S2036 |
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