Bearing Capacity of Foundations on Sand

by Assad Abdul-Baki, Asst. Prof.; Fac. of Engrg. and Arch., American Univ. of Beirut, Beirut, Lebanon; formerly, Asst. Prof. of Civ. Engrg., Univ. of Missouri, Columbia, MO,
Lewis A. Beik, Univ. of Missouri, Columbia, MO; formerly, Grad. Res. Asst.,

Serial Information: Journal of the Soil Mechanics and Foundations Division, 1970, Vol. 96, Issue 2, Pg. 545-559

Document Type: Journal Paper

Discussion: Karafiath Leslie L. (See full record)
Discussion: Stutz Pierre (See full record)
Discussion: Hu George C. Y. (See full record)
Discussion: Collison Gary H. (See full record)
Closure: (See full record)


A procedure is derived for determining the ultimate bearing capacity of sand loaded uniformly through a surface, shallow or deep strip footing. The most critical slip surface was derived mathematically and the inclination of the sides of the active wedge happened to be between ø and 45 + ø/2. The latter limit will be reached when D/B exceeds the ratio 3. The method proposed in this study yielded very good results without solving any transcendental equation as in the case of Meyerhof. In addition, it clarified the effect of δ on the ultimate bearing capacity. The use of the proposed method is very simple and time saving.

Subject Headings: Load bearing capacity | Sandy soils | Case studies | Wedges | Footings | Load factors | Mathematics | Ultimate loads

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