Optimization Design of Consolidation Grouting Around High-Pressure Tunnel Considering Non-Darcian Flow Effect
Author:
Funder
National Natural Science Foundation of China
Natural Science Foundation of Hubei Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s00603-024-03906-6.pdf
Reference74 articles.
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3. Butrón C, Gustafson G, Fransson Å, Funehag J (2010) Drip sealing of tunnels in hard rock: A new concept for the design and evaluation of permeation grouting. Tunn Undergr Space Technol 25(2):114–121. https://doi.org/10.1016/j.tust.2009.09.008
4. Cappa F, Guglielmi Y, Rutqvist J, Tsang CF, Thoraval A (2006) Hydromechanical modelling of pulse tests that measure fluid pressure and fracture normal displacement at the Coaraze laboratory site, France. Int J Rock Mech Min Sci 43(7):1062–1082. https://doi.org/10.1016/j.ijrmms.2006.03.006
5. Cardenas MB, Slottke DT, Ketcham RA, Sharp JM (2009) Effects of inertia and directionality on flow and transport in a rough asymmetric fracture. J Geophys Res 114:B06204. https://doi.org/10.1029/2009JB006336
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