Calculation of rigid body rotation and shearing dislocation deformation of adjacent shield tunnels due to excavation of foundation pits
Excavation of foundation pits has a significant impact on the deformation of the adjacent shield tunnels. Considering the additional stress at the tunnel axis due to the soil unloading during excavation, a tunnel deformation model combining the shear-dislocation and rigid-body rotation is establishe...
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| Format: | Artigo |
| Jezik: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2019-07-01
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| Serija: | Yantu gongcheng xuebao |
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| Online dostop: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201907009 |
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