Limit Analysis Solutions for Bearing Capacity of Ring Foundations on Rocks Using Hoek–Brown Failure Criterion
Author:
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-021-00281-y.pdf
Reference35 articles.
1. Hoek E, Brown ET (1980) Empirical strength criterion for rock masses. J Geotech Eng Div 106(9):1013–1035
2. Hoek E, Carranza-Torres C, Corkum B (2002) Hoek–Brown failure criterion—2002 edition. In: Proceedings of the North American rock mechanics society meeting in Toronto, Canada
3. Serrano A, Olalla C (1994) Ultimate bearing capacity of rock masses. Int J Rock Mech Mining Sci Geomech Abstr 31(2):93–106
4. Serrano A, Olalla C (1998) Ultimate bearing capacity of an anisotropic discontinuous rock mass, part I: basic modes of failure. Int J Rock Mech Min Sci 35(3):301–324
5. Serrano A, Olalla C (1998) Ultimate bearing capacity of an anisotropic discontinuous rock mass, part II: determination procedure. Int J Rock Mech Min Sci 35(3):325–348
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