Ultimate Bearing Capacity of Ribbed Strip Footing Under Vertical and Inclined Loads
الشريط الجانبي للمقالة
محتوى المقالة الرئيسي
الملخص
This paper investigates the ultimate bearing capacity of a strip footing stiffened with ribs connected to its lower surface.The effect of number and depth of ribs on the bearing capacity are investigated numerically using the finite element method. Different footings resting on a clayey soil are analyzed under vertical and inclined loadings. A new efficiency factors (ER) is proposed to be added to the general bearing capacity equation in order to take the effect of ribs into consideration. The results indicate that, tire ultimate bearing capacity of a strip footing is improved via the addition of ribs.
المقاييس
تفاصيل المقالة
هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.
THIS IS AN OPEN ACCESS ARTICLE UNDER THE CC BY LICENSE http://creativecommons.org/licenses/by/4.0/
##plugins.generic.plaudit.displayName##
المراجع
Smith, I. M., and Griffiths, D.V., (1998), “programming the Finite Element Method”, John Wiley & Sons Ltd.
Zienkiewicz, O.H.(1971),”The Finite Element Method”, McGraw- Hill, U.K.
Bowles, J E. (1 988),”Foundation Analysis and Design”, McCraw-Hil1 Book Co.- Singapore
Griffiths, D. v. (1982),”computation of Bearing capacity Factors using Finite Elements”, Geotechnique, vo1.32. No.3, pp.l95-202 Engineering Mechanics Division, Vol. 104. No.EM5,197B, pp. 1043-1057. DOI: https://doi.org/10.1680/geot.1982.32.3.195
A1- Jubair, H.S. (2004),”The Effect of Rigidity of Eccentrically Loaded Footings on the Load Carrying Capacity”, Engineering & Technology, Vol.23, No.12, pp.790-798.