Research Article
Jan 1938
Pressures beneath a Spread Foundation
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 103, Issue 1
Abstract
An attempt has been made to confine the scope of this paper as nearly as possible to the limits defined by the title. Hence, discussion of tangential stresses (shears) and of pile foundations has been omitted entirely. In the "Introduction" an outline of stress distribution formulas is given, with special emphasis on the use of the "concentration factor," a conception applied to soil mechanics only since 1934.
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© 1938 American Society of Civil Engineers.
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Published in print: Jan 1938
Published online: Feb 10, 2021
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D. P. Krynine, M.ASCE
Research Associate. in Soil Mechanics. Dept. of Civ. Eng., Yale Univ., New Haven, Conn.
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