Roadway Engineering Mechanical Properties and Roadway Structural Instability Mechanisms in Deep Wells
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s12205-017-1298-y/fulltext.html
Reference21 articles.
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3. Park, K. H., Tontavanich, B., and Lee, J. G. (2008). “A simple procedure for ground response curve of circular tunnel in elastic-strain softening rock masses.” Tunnelling and Underground Space Technology, Vol. 23, No. 2, pp. 151–159. DOI: 10.1016/j.tust.2007.03.002.
4. Yang, X. L. and Huang, F. (2010). “Influences of strain softening and seepage on elastic and plastic solutions of circular openings in nonlinear rock masses.” Journal of Central South University of Technology, Vol. 17, pp. 621–627. DOI: 10.1007/s11771-010-0531-3.
5. Li, C. and Nordlund, E. (1993). “Experimental verification of the Kaiser effect in rocks.” Rock Mechanics and Rock Engineering, Vol. 26, No. 4, pp. 333–351. DOI: 10.1007/BF01027116.
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