Chapter
Apr 26, 2012
Numerical Analysis of Soil Stress Distribution under Restrained and Eccentrically Loaded Footings Considering Soil Strength
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
One potential way to prevent overturning and increase efficiency of an eccentrically loaded footing is to hold the back of the footing down into the ground with a structural member such as a cable. A previous numerical analysis by the authors showed that under a specific condition by assuming a linearly elastic soil, a simplified model could be developed based on the elastic cracked concrete beam model to estimate soil stress distribution under the restrained and eccentrically loaded footing. In practice, however, soil has a limited shear strength, which is often described using the Mohr-Coulomb failure criterion. Under eccentric loading, the soil may yield near the edge of the footing.
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Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Design (by type)
- Engineering fundamentals
- Footings
- Foundations
- Geomechanics
- Geotechnical engineering
- Load distribution
- Numerical analysis
- Shallow foundations
- Soil analysis
- Soil mechanics
- Soil properties
- Soil strength
- Soil stress
- Stress (by type)
- Stress analysis
- Stress distribution
- Structural analysis
- Structural design
- Structural engineering
Authors
Affiliations
RTE Technologies, Overland Park, Kansas 66204, USA.E-mail: [email protected]
Professor, Department of Civil, Environmental, and Architectural Engineering, the University of Kansas, Lawrence, Kansas 66045, USA.E-mail: [email protected]
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