Stress state in the bed of a vertically loaded flexible rectangular foundation

The possibility of converting from the stress state of a bed under a rectangular foundation to the stress state of a bed under a strip of semi-infinite length is demonstrated. A simpler solution, which defines the stress components under a flexible rectangular foundation, is obtained. These solution...

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Bibliographic Details
Published in:Soil mechanics and foundation engineering 2011, Vol.47 (6), p.207-214
Main Author: Kushner, S. G
Format: Article
Language:English
Subjects:
Civil Engineering
Converting
Earth and Environmental Science
Earth Sciences
Foundations
Geoengineering
Geotechnical Engineering & Applied Earth Sciences
Hydraulics
Soil Mechanics
Stresses
Strip
Online Access:Get full text
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Description
Summary:The possibility of converting from the stress state of a bed under a rectangular foundation to the stress state of a bed under a strip of semi-infinite length is demonstrated. A simpler solution, which defines the stress components under a flexible rectangular foundation, is obtained. These solutions are analyzed.
ISSN:0038-0741
1573-9279
DOI:10.1007/s11204-011-9111-2