Parameter Optimization for the Thickness and Hydraulic Conductivity of Tunnel Lining and Grouting Rings
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-1509-9.pdf
Reference32 articles.
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3. Butscher, C. (2012). “Steady-state groundwater inflow into a circular tunnel.” Tunnelling and Underground Space Technology Incorporating Trenchless Technology Research, Vol. 32, No. 6, pp. 158–167, DOI: https://doi.org/10.1016/j.tust.2012.06.007 .
4. Fahimifar, A. and Zareifard, M. R. (2009). “A theoretical solution for analysis of tunnels below groundwater considering the hydraulic-mechanical coupling.” Tunnelling and Underground Space Technology, Vol. 24, No. 6, pp. 634–646, DOI: https://doi.org/10.1016/j.tust.2009.06.002 .
5. Fahimifar, A. and Zareifard, M. R. (2013). “A new closed-form solution for analysis of unlined pressure tunnels under seepage forces.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 37, No. 11, pp. 1591–1613, DOI: https://doi.org/10.1002/nag.2101 .
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