Chapter
Apr 26, 2012
Equivalent Quasi-Static Estimation of Dynamic Penetration Force for Near Surface Soil Characterization
Authors: Ehsan Kianirad, Ph.D. [email protected], Ronald W. Gamache [email protected], David Brady [email protected], and Akram N. Alshawabkeh, Ph.D. [email protected]Author Affiliations
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
This paper describes the application of maximum log-likelihood estimation to estimate the average force during a dynamic penetration. It is used to obtain a quasi- static equivalent of the dynamic force in Rapid Soil Characterization System (RapSochs). The force is measured at the tip and friction sleeve by strain gauges during hammer blows. The results are necessary for any analyses similar to Cone Penetration Test (CPT) data analysis. This method is proven to result in an acceptable estimation of the force (the soil resistance) in different soil types. It is shown that the cone resistance, friction resistance and friction ratio similar to CPT can be obtained and these are plotted versus depth. It is also shown that the estimated soil resistance does not depend on the applied energy and variable hammer drop height.
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© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Continuum mechanics
- Data analysis
- Design (by type)
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Friction
- Geomechanics
- Geotechnical engineering
- Geotechnical investigation
- Load and resistance factor design
- Load factors
- Material mechanics
- Materials engineering
- Methodology (by type)
- Penetration tests
- Research methods (by type)
- Soil dynamics
- Soil mechanics
- Soil properties
- Solid mechanics
- Statics (mechanics)
- Strain
- Strain gages
- Structural design
Authors
Affiliations
Department of Civil and Environmental Engineering, 400 SN, Northeastern University, 360 Huntington Avenue, Boston, MA 02115.E-mail: [email protected]
Research & Development Director, IEM Corporation, Troy, NY, 12180.E-mail: [email protected]
Electrical and Computer Engineering Department, 442 Dana Research Center, Northeastern University, Boston MA 02115.E-mail: [email protected]
P.E.
Department of Civil and Environmental Engineering, 400 SN, Northeastern University, 360 Huntington Avenue, Boston, MA 02115.E-mail: [email protected]
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