Deformation control criterion of shield tunnel under lateral relaxation of soft soil
Author:
Publisher
Springer Science and Business Media LLC
Subject
Architecture,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11709-023-0944-3.pdf
Reference38 articles.
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2. Zhang Z, Huang M, Wang W. Evaluation of deformation response for adjacent tunnels due to soil unloading in excavation engineering. Tunnelling and Underground Space Technology, 2013, 38: 244–253
3. Chen R P, Meng F Y, Li Z C, Ye Y H, Ye J N. Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils. Tunnelling and Underground Space Technology, 2016, 58: 224–235
4. Liang R Z, Wu W B, Yu F, Jiang G S, Liu J W. Simplified method for evaluating shield tunnel deformation due to adjacent excavation. Tunnelling and Underground Space Technology, 2018, 71: 94–105
5. Sharma J S, Hefny A M, Zhao J, Chan C W. Effect of large excavation on deformation of adjacent MRT tunnels. Tunnelling and Underground Space Technology, 2001, 16(2): 93–98
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