Critical acceleration of shallow strip footings
Author:
Affiliation:
1. University of Messina
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/54/10_v10.OS-43-07/_pdf
Reference17 articles.
1. 1) Budhu, M., Al-Karni, A. (1993): Seismic bearing capacity of soil. Géotechnique,vol. 43, 81-187.
2. 2) Casablanca, O., Cascone E., Biondi G. (2016): The static and seismic bearing capacity factor Nγ for footings adjacent to slopes. Proc. VI Italian Conf. of Researchers in Geotechnical Engineering, Procedia Engineering, 158: 410–415.
3. 3) Casablanca, O., Cascone, E., Biondi, G., Di Filippo, G. (2022): Static and seismic bearing capacity of shallow strip foundations on slopes. Géotechnique, vol. 72, p. 769-783, https://doi.org/10.1680/jgeot.20.P.044.
4. 4) Casablanca, O., Biondi, G., Cascone, E. (2023): Bearing capacity of shallow foundations accounting for seismic excess pore pressures. Soil Dyn. Earthq. Eng., vol. 173, p. 108090, https://doi.org/10.1016/j.soildyn.2023.108090.
5. 5) Cascone, E., Casablanca, O. (2016): Static and seismic bearing capacity of shallow strip footings. Soil Dyn. Earthq. Eng., vol. 84, 204–223.
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