Analytical and Numerical Solutions for the Effect of Seepage on the Bearing Capacity of Rock Masses
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40999-023-00842-4.pdf
Reference24 articles.
1. Yang XL, Yin JH (2005) Upper bound solution for ultimate bearing capacity with a modified Hoek-Brown failure criterion. Int J Rock Mech Min Sci 42(4):550–560. https://doi.org/10.1016/j.ijrmms.2005.03.002
2. Merifield RS, Lyamin AV, Sloan SW (2006) Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek-Brown criterion. Int J Rock Mech Min Sci 43(6):920–937. https://doi.org/10.1016/j.ijrmms.2006.02.001
3. Saada Z, Maghous S, Garnier D (2008) Bearing capacity of shallow foundations on rocks obeying a modified Hoek-Brown failure criterion. Comput Geotech 35(2):144–154. https://doi.org/10.1016/j.compgeo.2007.06.003
4. Mao N, Al-Bittar T, Soubra AH (2012) Probabilistic analysis and design of strip foundations resting on rocks obeying Hoek-Brown failure criterion. Int J Rock Mech Min Sci 49:45–58. https://doi.org/10.1016/j.ijrmms.2011.11.005
5. Keshavarz A, Kumar J (2018) Bearing capacity of foundations on rock mass using the method of characteristics. Int J Numer Anal Meth Geomech 42(3):542–557. https://doi.org/10.1002/nag.2754
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