Chapter
Apr 26, 2012
Shaking Table Tests on Dry and Saturated Sand with Large Embedded Objects
Authors: L. E. Vallejo [email protected] and Myra Mei Cheng Au myra.au@rizzoassocAuthor Affiliations
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
As a result of earthquakes, underground structures have been found to float up above the ground. In order to evaluate the mechanisms involved with the earthquake-induced uplift of buried structures, shaking table tests were conducted on a deposit of Ottawa sand containing large objects in the form of cylinders and spheres. The large objects were found to float to the surface of the sand regardless of whether the sand was dry or saturated. The time needed for the objects to appear at the surface of the sand was related to the unit weight of the objects: the heavier the object, the larger the time needed to appear at the surface. The results of the tests were evaluated using a method designed to calculate the stresses that an elastic material containing a large circular inclusion develops when subjected to an overall shear stress similar to the one induced by an earthquake on soils in the field.
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Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Earthquakes
- Engineering fundamentals
- Geohazards
- Geomechanics
- Geotechnical engineering
- Laboratory tests
- Sandy soils
- Saturated soils
- Shake table tests
- Shear stress
- Soft soils
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil stress
- Soils (by type)
- Stress (by type)
- Structural analysis
- Structural engineering
- Structures (by type)
- Tests (by type)
- Underground structures
- Uplifting behavior
Authors
Affiliations
M.ASCE
Professor, Department of Civil and Environmental Engineering, 949 Benedum Hall, University of Pittsburgh, Pittsburgh PA 15261.E-mail: [email protected]
A.M.ASCE
Project engineer, Paul C. Rizzo Associates, Inc., 500 Penn Central Boulevard, Suite 100, Pittsburgh PA 15235.E-mail: myra.au@rizzoassoc
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