Research Article
Oct 1962
Bearing Capacity of Foundations
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VIEW THE REPLYAuthor: A. BallaAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 88, Issue 5
Abstract
Theory developed indicating that sliding surface is composed of plane and circular cylinders that intersect symmetrical axis of foundation and ground level at angle adequate to demands of statics; distribution of stresses acting on sliding surface is determined from Koetter equation; method is shown to be in good conformity with Muhs' results obtained from tests conducted in place; use of method for granular soils and soils that have little cohesion.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 88 • Issue 5 • October 1962
Pages: 13 - 34
Copyright
© 1962 American Society of Civil Engineers.
History
Published in print: Oct 1962
Published online: Feb 12, 2021
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A. Balla
Asst. Prof., Tech. Univ. of Arch., Civ. and Trans. Engrg., Budapest, Hungary
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