Effects of Large-Scale Unloading on Existing Shield Tunnels in Sandy Gravel Strata
Author:
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/s10706-021-01700-7.pdf
Reference65 articles.
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2. 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. https://doi.org/10.1016/j.tust.2005.12.178
3. Chang CT, Sun CW, Duann SW, Hwang RN (2011) Response of a taipei rapid transit system (TRTS) tunnel to adjacent excavation. Tunn Undergr Space Technol 16(3):151–158
4. Cheng WC, Song ZP, Tian W, Wang ZF (2018) Shield tunnel uplift and deformation characterisation: a case study from Zhengzhou metro. Tunn Undergr Space Technol 79:83–95
5. Doležalová M (2001) Tunnel complex unloaded by a deep excavation. Comput Geotech 28:469–493
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