Cavity Expansion in Rock Masses Obeying the “Hoek–Brown” Failure Criterion
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s00603-019-01920-7.pdf
Reference30 articles.
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2. Burd HJ, Houlsby GT (1990) Finite element analysis of two cylindrical expansion problems involving nearly incompressible material behaviour. Int J Numer Anal Meth Geomech 14(5):351–366
3. Carranza-Torres C (2004) Elasto-plastic solution of tunnel problems using the generalized form of the Hoek–Brown failure criterion. Int J Rock Mech Min Sci 41:629–639
4. Carranza-Torres C, Fairhurst C (1999) The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterion. Int J Rock Mech Min Sci 36(6):777–809
5. Chadwick P (1959) The quasi-static expansion of a spherical cavity in metals and ideal soils. Q J Mech Appl Mech 12(1):52–71
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