An Extension Theoretical Model for Grouting Effect Evaluation in Sand Stratum of Metro Construction
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-1128-5.pdf
Reference29 articles.
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2. Beard, M. D., Lowe, M. J. S., and Cawley, P. (2003). “Ultrasonic guided waves for inspection of grouted tendons and bolts.” Journal of Materials in Civil Engineering, vol. 15, no. 3, pp. 212–218. DOI: 10.1061/(ASCE)0899–1561(2003)15:3(212).
3. Butrón, C., Gustafson, G., Fransson, Å., and Funehag, J. (2010). “Drip sealing of tunnels in hard rock: A new concept for the design and evaluation of permeation grouting.” Tunnelling and Underground Space Technology, vol. 25, no. 2, pp. 114–121. DOI: 10.1016/j.tust.2009.09.008.
4. Cai, W. (1999). “Extension and its application.” Chinese Science Bulletin, vol. 44, no. 17, pp. 1538–1548.
5. Guo, Y. J. and Yi, P. T. (2008). “Character analysis of linear dimensionless methods.” Statistical Research, vol. 2, pp. 93–100.
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