Three-dimensional displacement characteristics of adjacent pile induced by shield tunneling under influence of multiple factors
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5003-z.pdf
Reference47 articles.
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2. DING Zhi, WEI Xin-jiang, WEI Gang. Prediction methods on tunnel-excavation induced surface settlement around adjacent building [J]. Geomechanics and Engineering, 2017, 12(2): 185–195. DOI: https://doi.org/10.12989/gae.2017.12.2.185.
3. KHABBAZ H, GIBSON R, FATAHI B. Effect of constructing twin tunnels under a building supported by pile foundations in the Sydney central business district [J]. Underground Space, 2019, 4(4): 261–276. DOI: https://doi.org/10.1016/j.undsp.2019.03.008.
4. HUANG Kan, SUN Yi-wei, HUANG Xian-qiang, et al. Effects of different construction sequences on ground surface settlement and displacement of single long pile due to twin paralleled shield tunneling [J]. Advances in Civil Engineering, 2021, 2021: 5559233. DOI: https://doi.org/10.1155/2021/5559233.
5. XU Qian-wei, ZHU He-hua, MA Xian-feng, et al. A case history of shield tunnel crossing through group pile foundation of a road bridge with pile underpinning technologies in Shanghai [J]. Tunnelling and Underground Space Technology, 2015, 45: 20–33. DOI: https://doi.org/10.1016/j.tust.2014.09.002.
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