Performance of T-shaped skirted footings resting on sand

  • سال انتشار: 1402
  • محل انتشار: مجله بین المللی معدن و مهندسی زمین، دوره: 57، شماره: 1
  • کد COI اختصاصی: JR_IJMGE-57-1_009
  • زبان مقاله: انگلیسی
  • تعداد مشاهده: 246
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نویسندگان

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

چکیده

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.

کلیدواژه ها

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

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