Deformation Mechanism and Controlling Strategies of Leading Tunnel Induced by Close-Spaced Lagging EPBS Driving
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40999-023-00850-4.pdf
Reference28 articles.
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2. Osman AS, Bolton MD, Mair RJ (2006) Predicting 2D ground movements around tunnels in undrained clay. Géotechnique 56(9):597–604. https://doi.org/10.1680/geot.2006.56.9.597
3. Nie W, Zhao ZY, Ma SQ, Guo W (2018) Effects of joints on the reinforced rock units of fully-grouted rockbolts. Tunn Undergr Space Technol 71:15–26. https://doi.org/10.1016/j.tust.2017.07.005
4. Ng CW, Lee KM, Tang DK (2004) Three-dimensional numerical investigations of new Austrian tunnelling method (NATM) twin tunnel interactions. Can Geotech J 41(3):523–539. https://doi.org/10.1139/t04-008
5. Ng CW, Boonyarak T, Mašín D (2013) Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels. Can Geotech J 50(9):935–946. https://doi.org/10.1139/cgj-2012-0445
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