Evolution mechanism of axial force of super-long pipe roof
Author:
Funder
National Natural Science Foundation of China
Natural Science Foundation of Sichuan Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13349-023-00729-x.pdf
Reference32 articles.
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2. Oke J, Vlachopoulos N, Diederichs MS (2014) Numerical analyses in the design of umbrella arch systems. J Rock Mech Geotech Eng 6(6):546–564. https://doi.org/10.1016/j.jrmge.2014.09.005
3. Hoek E (2001) Big tunnels in bad rock. J Geotech Geoenviron Eng 127(9):726–740. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:9(726)
4. Oke J, Vlachopoulos N, Marinos V (2014) The pre-support nomenclature and support selection methodology for temporary support systems within weak rock masses. J Geotech Geol Eng 32(1):97–130. https://doi.org/10.1201/b14769-91
5. Ocak I (2008) Control of surface settlements with umbrella arch method in second stage excavations of Istanbul Metro. Tunn Undergr Space Technol 23(6):674–681. https://doi.org/10.1016/j.tust.2007.12.005
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