Experimental and Numerical Studies of a Shield Twin Tunnel Undercrossing the Existing High-Speed Railway Tunnel
Author:
Funder
National Natural Science Foundation of China
China Railway Design Corporation Foundation
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02650-y.pdf
Reference30 articles.
1. Avgerinos V, Potts DM, Standing JR (2017) Numerical investigation of the effects of tunneling on existing tunnels. Géotechnique 67(9):808–822. https://doi.org/10.1680/jgeot.SiP17.P.103
2. Boonsiri I, Takemura J (2021) Observation of ground movement with existing pile groups due to tunneling in sand using centrifuge modelling. Geotech Geol Eng 33:621–640. https://doi.org/10.1007/s10706-015-9845-0
3. Boonyarak T, Ng CWW (2015) Effects of construction sequence and cover depth on crossing-tunnel interaction. Can Geotech J 52:851–867. https://doi.org/10.1139/cgj-2014-0235
4. Byun GW, Kim DG, Lee SD (2006) Behavior of the ground in rectangularly crossed area due to tunnel excavation under the existing tunnel. Tunn Undergr Space Technol 21(3):361. https://doi.org/10.1016/j.tust.2005.12.178
5. Chakeri H, Hasanpour R, Hindistan MA, Ünver B (2011) Analysis of interaction between tunnels in soft ground by 3D numerical modeling. B Eng Geol Environ 70(3):439–448. https://doi.org/10.1007/s10064-010-0333-8
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