Chapter
Jun 20, 2012
Undrained Tip Response of Drilled Shaft in Cohesionless Soils
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
A method for assessment of the undrained drilled shaft tip load — tip displacement response in sands under earthquake or impact loading has not been available heretofore. Statnamic test results on two WSDOT drilled shaft with the shaft tips in sand below the water table have yielded field evidence with which to compare/calibrate such assessment. A method for tip load — tip displacement evaluation based on the assessed undrained stress-strain-strength of a sand as established from drained tests results and formulation is presented here. It is used to provide assessed response to compare with field recorded behavior.
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Information & Authors
Information
Published In
Geotechnical Earthquake Engineering and Soil Dynamics IV
Pages: 1 - 6
Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
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ASCE Technical Topics:
- Cohesionless soils
- Continuum mechanics
- Displacement (mechanics)
- Drilled pier foundations
- Drilled shafts
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Foundations
- Geomechanics
- Geotechnical engineering
- Impact loads
- Load tests
- Pile foundations
- Seismic loads
- Shafts
- Soil mechanics
- Soils (by type)
- Solid mechanics
- Structural dynamics
- Structural mechanics
- Tests (by type)
- Tunnels
Authors
Affiliations
Research Assistant Professor, Department of Civil and Environmental Engineering, University of Nevada, Reno, Reno, NV 89557,. E-mail: [email protected]
Professor, Department of Civil and Environmental Engineering, University of Nevada, Reno, Reno, NV 89557. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.