Field monitoring of the movements and deformations of two subway tunnels during the construction of an overcrossing tunnel: a case study
Author:
Funder
National Natural Science Foundation of China
Natural Science Foundation of Jiangsu Province, China
China Scholarship Council
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13349-024-00801-0.pdf
Reference40 articles.
1. Liu W, Liang J, Xu T (2023) Tunnelling-induced ground deformation subjected to the behavior of tail grouting materials. Tunn Undergr Sp Technol 140:105253. https://doi.org/10.1016/j.tust.2023.105253
2. Xie X, Yang Y, Ji M (2016) Analysis of ground surface settlement induced by the construction of a large-diameter shield-driven tunnel in Shanghai, China. Tunn Undergr Sp Technol 51:120–132. https://doi.org/10.1016/j.tust.2015.10.008
3. Zheng G, Yang X, Zhou H et al (2018) A simplified prediction method for evaluating tunnel displacement induced by laterally adjacent excavations. Comput Geotech 95:119–128. https://doi.org/10.1016/j.compgeo.2017.10.006
4. Rampello S, Fantera L, Masini L (2019) Efficiency of embedded barriers to mitigate tunnelling effects. Tunn Undergr Sp Technol 89:109–124. https://doi.org/10.1016/j.tust.2019.03.027
5. Hu ZF, Yue ZQ, Zhou J, Tham LG (2003) Design and construction of a deep excavation in soft soils adjacent to the Shanghai Metro tunnels. Can Geotech J 40:933–948. https://doi.org/10.1139/t03-041
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