Ultimate Bearing Capacity of Rock Mass Foundations Subjected to Seepage Forces Using Modified Hoek–Brown 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/s00603-019-01905-6.pdf
Reference19 articles.
1. Hansen D, Roshanfekr A (2012) Assessment of potential for seepage-induced unraveling failure of flow-through rockfill dams. Int J Geomech 12:560–573. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000145
2. Hoek E, Brown ET (1980) Empirical strength criterion for rock masses. J Geotech Eng Div ASCE 106:1013–1035
3. Hoek E, Carranza C, Corkum B (2002) Hoek–Brown failure criterion, 2002 edition. Narms-Tac, pp 267–273. https://doi.org/10.1016/0148-9062(74)91782-3
4. Imani M, Fahimifar A, Sharifzadeh M (2012) Upper bound solution for the bearing capacity of submerged jointed rock foundations. Rock Mech Rock Eng 45:639–646. https://doi.org/10.1007/s00603-011-0215-9
5. Javid A, Fahimifar A, Imani M (2015) Numerical investigation on the bearing capacity of two interfering strip footings resting on a rock mass. Comput Geotech 69:514–528. https://doi.org/10.1016/j.compgeo.2015.06.005
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