Tammineni Gnananandarao - Department of civil engineering, Aditya College Engineering & Technology, India
Kennedy Onyelowe - Department of Civil Engineering, Michael Okpara University of Agric., Umudike, Nigeria
Vishwas Khatri - Department of Civil Engineering, Indian Institute of Technology, Dhanbad, India
Rakesh Kumar Dutta - Department of Civil Engineering, National Institute of technology, India

A series of plate load tests were performed on a model T-shaped skirted footing by varying the normalized skirt depth and relative density of sand from ۰.۲۵ to ۱.۵ and ۳۰ % to ۶۰ %, respectively. The findings revealed that, regardless of the roughness condition, the observed peak in the pressure settlement ratio corresponding to relative densities of ۳۰%, ۴۰%, ۵۰%, and ۶۰% gradually vanished as the normalized skirt depth was increased from ۰.۲۵ to ۱.۵. The results further revealed that at a given pressure, a lesser settlement ratio was observed for a skirted footing than the footing without a skirt. The most significant benefit of providing a skirt to the footing was obtained when the base and skirt were partially rough and the relative density of sand was kept at ۳۰%. In all the cases, the observed bearing capacity ratio for the present skirted footing was higher than the H-shaped skirted footing reported in the literature. Finally, an empirical equation was proposed to predict the bearing capacity ratio and settlement reduction factor for a given skirt depth and sand relative density.

Bearing capacity ratio, Settlement reduction factor, Relative Density, Roughness, Multivariable regression