Chapter
Apr 26, 2012
Axial Shaft Response from Seismic Piezocone Tests
Authors: Paul W. Mayne and Guillermo ZavalaAuthor Affiliations
Publication: GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Abstract
The axial-load-displacement-capacity response of drilled shaft foundations can be analyzed efficiently using the results of seismic piezocone tests (SCPTu) which provide four independent readings in the ground: cone tip stress (qt), sleeve friction (fs), penetration porewater pressure (ub), and downhole shear wave velocity (Vs). The penetration data are used in a direct CPT method to assess side resistance and end-bearing capacity components, while the shear wave provides the initial stiffness for an elastic continuum analysis of vertical displacements and axial load transfer distributions. Results from instrumented drilled shaft load tests conducted at the national geotechnical experimentation sites at College Station, Texas and Opelika, Alabama are utilized to illustrate the methodology.
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© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Axial loads
- Continuum mechanics
- Drilled pier foundations
- Drilled shafts
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Foundations
- Geotechnical engineering
- Geotechnical investigation
- Load tests
- Penetration tests
- Seismic tests
- Seismic waves
- Shafts
- Shear waves
- Solid mechanics
- Static loads
- Statics (mechanics)
- Tests (by type)
- Tunnels
- Waves (mechanics)
Authors
Affiliations
Paul W. Mayne
P.E.
M.ASCE
Professor, Geosystems Engineering Program, School of Civil & Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Drive, Atlanta, GA 30332-0355
Guillermo Zavala
S.M.ASCE
Research Assistant, Geosystems Engineering Program, School of Civil & Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Drive, Atlanta, GA 30332-0355
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