Two-Dimensional Finite Element Modeling of Underground Tunnel and Its Effects on Settlement of Adjacent Structures
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-4852-5_49
Reference6 articles.
1. Zhang L, Wu X, Liu W, Skibniewski MJ (2019) Optimal strategy to mitigate tunnel-induced settlement in soft soils: simulation approach
2. Zhaoa C, Schmuddericha C, Barciagab T, Rochterc L (2019) Response of building to shallow tunnel excavation in different types of soil. Comput Geotech115:103165
3. Menga F-Y, Chena R-P, Kang X (2018) Effects of tunneling-induced soil disturbance on the post-construction settlement in structured soft soils. Tunnel Undergr Space Technol 80(2018):53–63
4. Parcariello MN, Luciano A, Bilotta E, Acikgoz S, Mair R (2022) Numerical modelling of the response of two heritage buildings to nearby tunneling. Tunnel Undergr Space Technol 131:10484
5. Franzius JN, Potts DM, Addenbrooke TI, Burland JB (2005) The influence of building weight on tunnelling-induced ground and building deformation. Soils Found 45(4):168–169
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