Research Article
Aug 1975
Stiffness Coefficients for Embedded Footings
Authors: Gordon R. Johnson, M.ASCE, Paul Epstein, M.ASCE, and Howard I. Christiano, AM.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 8
Abstract
Static stiffness coefficients, evaluated through a finite element analysis, are presented for rigid circular and strip footings embedded in an elastic stratum that rests on an undeformable base. In addition, a simplified method is presented for computing stiffness coefficients for footings that bear on layered media. Results indicate that while the depth of embedment significantly affects the stiffness coefficient for circular footings, the thickness of the stratum is less important. In the case of strip footings, however, the thickness of the stratum is more influential than the depth of embedment for all except the rocking mode. The differences in stiffness coefficients pertaining to circular and strip footings are important when selecting values for actual foundations of more general planform.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 8 • August 1975
Pages: 789 - 800
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Aug 1975
Published online: Feb 10, 2021
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Authors
Affiliations
Gordon R. Johnson, M.ASCE
Prin. Development Engr., Government and Aeronautical Products Div., Honeywell Inc., Minneapolis, Minn.; formerly, Grad. Student, Dept. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, Minn
Paul Epstein, M.ASCE
Assoc. Prof. of Civ. Engrg., Carnegie-Melon Univ., Pittsburgh, Pa.; formerly, Assoc. Prof. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, Minn
Howard I. Christiano, AM.ASCE
Asst. Prof. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, Minn
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