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Research Article

Bearing Capacity of Un-skirted and Skirted footings and its Scale Effect Study for Static and Seismic Case

  • Paper ID 41
  • Volume 2, Issue 2
  • Pages 01-08
  • Published Online: March-April 2022
  • 2 Views
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Authors

  • Subham Jena1

Department of Civil Engineering, Indian Institute of Technology (Indian School of Mines) Dhanbad, 826004, Jharkhand, India.

Article Information

DOI
No DOI
Published Online
March-April 2022
Pages
01-08
Article Type
Research Article
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References

[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.
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