Influence of the superposition and flow rule assumptions on the bearing capacity of shallow strip footings
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02284-1.pdf
Reference26 articles.
1. Bolton MD, Lau CK (1993) Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil. Can Geotech J 30(6):1024–1033. https://doi.org/10.1139/t93-099
2. De Borst R, Vermeer PA (1984) Possibilities and limitations of finite elements for limit analysis. Géotechnique 34(2):199–210. https://doi.org/10.1680/geot.1984.34.2.199
3. Cascone E, Biondi G, Casablanca O (2019) Influence of earthquake-induced excess pore water pressures on seismic bearing capacity of shallow foundations. In: Earthquake geotechnical engineering for protection and development of environment and constructions. Proceedings of the 7th international conference on earthquake geotechnical engineering, pp 566–581
4. Cascone E, Biondi G, Casablanca O (2021) Groundwater effect on bearing capacity of shallow strip footings. Comput Geotech 139:104417. https://doi.org/10.1016/J.COMPGEO.2021.104417
5. Cox AD (1962) Axially-symmetric plastic deformation in soils—II. Indentation of ponderable soils. Int J Mech Sci 4(5):371–380. https://doi.org/10.1016/S0020-7403(62)80024-1
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