Chapter
Jun 6, 2018
Direct CPT Method for 130 Footings on Sands
Authors: P. W. Mayne, Ph.D., M.ASCE [email protected], and D. Dasenbrock, F.ASCE [email protected]Author Affiliations
Publication: Innovations in Geotechnical Engineering
Abstract
Using the concept of a characteristic load-displacement curve for shallow foundations, a direct design method based on cone penetration testing (CPT) is applied to a database compiled from a total 130 footings on sands. Performance results are based solely on field load test data from large foundations (B >0.5 m) in order to avoid known scaling effects from small model size footings. The footing responses are presented in terms of applied stress (pF) versus square root of normalized displacements (s/B) so that a single parameter represents the behavior of all size foundations on the particular sand. Furthermore, footing stresses are normalized by the cone tip resistance (qc) to obtain a unique relationship for shallow foundations on sands. While the method was originally developed from field load tests on square and circular footings, it is now extended to include rectangular foundations via elasticity solutions using a dimensionless length-to-width ratio. Limited data from eight footings on calcareous sands also show compatibility with the derived algorithm.
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© 2018 American Society of Civil Engineers.
History
Published online: Jun 6, 2018
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ASCE Technical Topics:
- Continuum mechanics
- Displacement (mechanics)
- Engineering fundamentals
- Engineering mechanics
- Field tests
- Footings
- Foundation design
- Foundations
- Geomechanics
- Geotechnical engineering
- Geotechnical investigation
- Load tests
- Penetration tests
- Shallow foundations
- Soil mechanics
- Soil properties
- Solid mechanics
- Structural mechanics
- Tests (by type)
Authors
Affiliations
P.E.
Geosystems Engineering Group, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr., Atlanta, GA 30332-0355. E-mail: [email protected]
P.E.
Geomechanics/LRFD Engineer, Geotechnical Engineering Section, MnDOT Office of Materials and Road Research, 1400 Gervais Ave., Maplewood, MN 55109. E-mail: [email protected]
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