Settlement characteristics of large-diameter shield excavation below existing subway in close vicinity
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-021-4628-7.pdf
Reference36 articles.
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3. LI Qian-qian, ZHANG Ding-li, FANG Qian, LI Dong. Study of deformation characteristics of tunnels traversing adjacently under shield tunnels by shallow tunnelling method [J]. Chinese Journal of Rock Mechanics & Engineering, 2014, 33(S2): 3911–3918. DOI: https://doi.org/10.13722/j.cnki.jrme.2014.s2.065. (in Chinese).
4. WANG Shi-min WANG Xian-ming, CHEN Bing, FU Yan-bin, JIAN Yun-qi, LU Xi-xi. Critical state analysis of instability of shield tunnel segment lining [J]. Tunnelling and Underground Space Technology, 2020, 96: 103180. DOI: https://doi.org/10.1016/j.tust.2019.103180.
5. ZHANG Qiong-fang, XIA Tang-dai, DING Zhi, HUANG Xiao-bin, LIN Cun-gang. Effect of nearby undercrossing tunneling on the deformation of existing metro tunnel and construction control [J]. Rock and Soil Mechanics, 2016, 37(12): 3561–3568. DOI: https://doi.org/10.16285/j.rsm.2016.12.027. (in Chinese).
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