A New Calculation Method for Tunneling-Caused Stratum Settlement
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-1258-z.pdf
Reference46 articles.
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2. Alfat S, Zulmasri LOM, Asfar S, Rianse MS, Eso R (2019) Slope stability analysis through variational slope geometry using Fellenius Method. Journal of Physics 1242(1), DOI: https://doi.org/10.1088/1742-6596/1242/1/012020
3. Attewell PB, Farme IW (1974) Ground deformations resulting from shield tunnelling in London clay. Canadian Geotechnical Journal 11(3):380–395, DOI: https://doi.org/10.1139/t74-039
4. Cattoni E, Miriano C, Boco L, Tamagnini C (2016) Time-dependent ground movements induced by shield tunneling in soft clay: A parametric study. Acta Geotechnica 11(6):1–15, DOI: https://doi.org/10.1007/s11440-016-0452-x
5. Chakeri H, Ünver B (2014) A new equation for estimating the maximum surface settlement above tunnels excavated in soft ground. Environmental Earth Sciences 71(7): 3195–3210, DOI: https://doi.org/10.1007/s12665-013-2707-2
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