Drained Bearing Capacity of Skirted Circular and Ring Footings with Varying Depths of Skirts
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40515-024-00395-6.pdf
Reference55 articles.
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2. Al-Aghbari, M.Y., Mohamedzein, Y.E.A.: Bearing capacity of strip foundations with structural skirts. Geotech. Geol. Eng. 22(1), 43–57 (2004). https://doi.org/10.1023/B:GEGE.0000013997.79473.e0
3. Al-Aghbari, M.Y., Mohamedzein, Y.E.A.: Improving the performance of circular foundations using structural skirts. Proc. Instit. Civil Eng. - Ground Improv. 10(3), 125–132 (2006). https://doi.org/10.1680/grim.2006.10.3.125
4. Al-Aghbari, M.Y., Zein, Y.E.: The use of skirts to improve the performance of a footing in sand. Int. J. Geotech. Eng. 8, 1–8 (2018). https://doi.org/10.1080/19386362.2018.1429702
5. Benmebarek, S., Remadna, M.S., Benmebarek, N., Belounar, L.: Numerical evaluation of the bearing capacity factor Nγ′ of ring footings. Comput. Geotech. 44, 132–138 (2012). https://doi.org/10.1016/j.compgeo.2012.04.004
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