Φορτώνει......
Deflections of Adjacent Underground Tunnel Induced by Excavation Based on Kerr Foundation Model
The soil unloading effect caused by the adjacent excavation will influence both the uplift and the deformation of the adjacent existing tunnel, and even interfere with the normal operation of the tunnel. A simplified calculation method for the longitudinal deformation of the underlying tunnel caused...
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| Κύριος συγγραφέας: | |
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| Μορφή: | Artigo |
| Γλώσσα: | Chinês |
| Έκδοση: |
Editorial Office of Journal of Shanghai Jiao Tong University
2022-04-01
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| Σειρά: | Shanghai Jiaotong Daxue xuebao |
| Θέματα: | |
| Διαθέσιμο Online: | http://xuebao.sjtu.edu.cn/article/2022/1006-2467/1006-2467-56-4-474.shtml |
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