Precising the Bearing Capacity of Rock Masses Subjected to the Loads of Adjacent Footings Considering Two Failure Mechanisms
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-023-11308-1.pdf
Reference39 articles.
1. Acharyya R, Dey A (2018) Assessment of bearing capacity and failure mechanism of single and interfering strip footings on sloping ground. Int J Geotech Eng. https://doi.org/10.1080/19386362.2018.1540099
2. Alencar A, Galindo R, Melentijevic S (2021) Influence of the groundwater level on the bearing capacity of shallow foundations on the rock mass. Bull Eng Geol Env. https://doi.org/10.1007/s10064-021-02368-2
3. AlKhafaji H, Imani M, Fahimifar A (2020) Ultimate bearing capacity of rock mass foundations subjected to seepage forces using modified Hoek-Brown criterion. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-019-01905-6
4. Briaud JL, Jeanjean P (1994) Load settlement curve method for spread footings on sand. vertical and horizontal deformations of foundations and embankments. ASCE 2:1774–1804
5. Chen WF (1975) Limit analysis and soil plasticity. Elsevier, Amsterdam
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