Supporting mechanism and mechanical behavior of a double primary support method for tunnels in broken phyllite under high geo-stress: a case study
Author:
Funder
the National Key R&D Program of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/article/10.1007/s10064-019-01479-1/fulltext.html
Reference31 articles.
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2. Barla G, Bonini M, Semeraro M (2011) Analysis of the behaviour of a yield-control support system in squeezing rock. Tunn Undergr Space Technol 26:146–154
3. Cao CY, Shi CH, Lei MF, Yang WC, Liu JW (2018) Squeezing failure of tunnels: A case study. Tunn Undergr Space Technol 77:188–203
4. Chen ZY, Shi C, Li TB, Yuan Y (2012) Damage characteristics and influence factors of mountain tunnels under strong earthquakes. Nat Hazards 61(2):387–401
5. Dwivedi RD, Singh M, Viladkar MN, Goel RK (2013) Prediction of tunnel deformation in squeezing grounds. Eng Geol 161:55–64
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