A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Wave Equation Analysis of Full-Scale Test Piles Using Measured Field Data
A procedure for obtaining soil damping constants for use in wave equation analyses is presented. Field data consisting of static bearing capacity and static and dynamic pile forces, obtained from two full-scale test piles in clay and one in sand, are correlated with the predicted results obtained from wave equation analysis. Thirty-seven additional non-instrumented full-scale test piles are analyzed. Soil damping constants are determined according to soil type and are shown to be valid for both initial driving and redriving at a later date. The findings presented in this report represent the most comprehensive and current information available concerning wave equation analyses of foundation piles. (Author Modified Abstract)
Wave Equation Analysis of Full-Scale Test Piles Using Measured Field Data
A procedure for obtaining soil damping constants for use in wave equation analyses is presented. Field data consisting of static bearing capacity and static and dynamic pile forces, obtained from two full-scale test piles in clay and one in sand, are correlated with the predicted results obtained from wave equation analysis. Thirty-seven additional non-instrumented full-scale test piles are analyzed. Soil damping constants are determined according to soil type and are shown to be valid for both initial driving and redriving at a later date. The findings presented in this report represent the most comprehensive and current information available concerning wave equation analyses of foundation piles. (Author Modified Abstract)
Wave Equation Analysis of Full-Scale Test Piles Using Measured Field Data
R. Foye (author) / T. J. Hirsch (author) / H. Coyle (author) / R. Bartoskewitz (author) / L. J. Milberger (author)
1972
263 pages
Report
No indication
English
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