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Research Article
Bearing Capacity of Un-skirted and Skirted footings and its Scale Effect Study for Static and Seismic Case
Subham Jena1
Department of Civil Engineering, Indian Institute of Technology (Indian School of Mines) Dhanbad, 826004, Jharkhand, India.
Published Online: March-April 2022
Pages: 01-08
Cite this article
No DOIReferences
[1] Al-Aghbari, M. Y. 2007. Settlement of shallow circular foundations with structural skirts resting on the sand. J. Eng. Res. 4 (1):
11–16. https://doi .org/10.24200/tier.vol4iss1pp11-16
[2] Al-Aghbari, M. Y. S. (1999), Bearing capacity of shallow strip foundation with structural skirts resting on dense sand, Ph.D.
Thesis, University of Strathclyde, Glasgow, UK
[3] Abdul-Hamid Soubra, (1999). Upper-bound solutions for bearing capacity of foundations. Journal of Geotechnical and Geo-
environmental Engineering, American Society of Civil Engineers, 125 (1), 59-68.
[4] Alzabeebee, S. (2020). Seismic settlement of a strip foundation resting on dry sand. Natural Hazards. 103:2395–2425,
https://doi.org/10.1007/s11069-020-04090-w
[5] Saad Ali Aiban and Dobroslav Znidarcic (1995), Centrifugal modeling of bearing capacity of shallow foundations on sand. J.
Geotech. Engrg., 121(10): 704-712
[6] Saito, T., Yoshida, Y., Itoh, M., & Masui, N. (2006). Skirt suction foundation- application to straight crossings.
[7] Sloan, S. W. 1988. "Lower bound limit analysis using finite elements and linear programming." Int. J. Numer. Anal.Methods
Geomech. 12 (1): 61–77. https://doi.org/10.1002/nag.1610120105.
[8] Sloan, S. W. 1989. "Upper bound limit analysis using finite elements and linear programming." Int. J. Numer. Analytical Meth.
Geomech. 13 (3): 263–282. https://doi.org/10.1002/nag.1610130304.
[9] Zdravkovic, L., Potts, D. M., and Lui, N. W. T. (2004). "Numerical investigation of the effect of foundation depth on settlement."
Proc., 9th Int. Symp. on Numerical Methods in Geomechanics, Taylor and Francis, London, 499–504.
[10] Zhu, F., Clark, J. I., and Phillips, R., 2001. "Scale effect of the strip and circular footings resting on dense sand." J. Geotech.
Geoenviron. Eng., 1277, 613–621.
11–16. https://doi .org/10.24200/tier.vol4iss1pp11-16
[2] Al-Aghbari, M. Y. S. (1999), Bearing capacity of shallow strip foundation with structural skirts resting on dense sand, Ph.D.
Thesis, University of Strathclyde, Glasgow, UK
[3] Abdul-Hamid Soubra, (1999). Upper-bound solutions for bearing capacity of foundations. Journal of Geotechnical and Geo-
environmental Engineering, American Society of Civil Engineers, 125 (1), 59-68.
[4] Alzabeebee, S. (2020). Seismic settlement of a strip foundation resting on dry sand. Natural Hazards. 103:2395–2425,
https://doi.org/10.1007/s11069-020-04090-w
[5] Saad Ali Aiban and Dobroslav Znidarcic (1995), Centrifugal modeling of bearing capacity of shallow foundations on sand. J.
Geotech. Engrg., 121(10): 704-712
[6] Saito, T., Yoshida, Y., Itoh, M., & Masui, N. (2006). Skirt suction foundation- application to straight crossings.
[7] Sloan, S. W. 1988. "Lower bound limit analysis using finite elements and linear programming." Int. J. Numer. Anal.Methods
Geomech. 12 (1): 61–77. https://doi.org/10.1002/nag.1610120105.
[8] Sloan, S. W. 1989. "Upper bound limit analysis using finite elements and linear programming." Int. J. Numer. Analytical Meth.
Geomech. 13 (3): 263–282. https://doi.org/10.1002/nag.1610130304.
[9] Zdravkovic, L., Potts, D. M., and Lui, N. W. T. (2004). "Numerical investigation of the effect of foundation depth on settlement."
Proc., 9th Int. Symp. on Numerical Methods in Geomechanics, Taylor and Francis, London, 499–504.
[10] Zhu, F., Clark, J. I., and Phillips, R., 2001. "Scale effect of the strip and circular footings resting on dense sand." J. Geotech.
Geoenviron. Eng., 1277, 613–621.
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