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Prediction of pile capacity by wave equation
Wave equation method of pile driving analysis is used to predict load capacities; description of wave equation is given, followed by examination of nature of resistance to penetration into soil; various parameters that enter into equation for resistance to penetration are reviewed, and attempt is made to establish limiting values for parameters; results are presented of attempt to correlate driving record with static load tests for 24 cases using wave equation.
Prediction of pile capacity by wave equation
Wave equation method of pile driving analysis is used to predict load capacities; description of wave equation is given, followed by examination of nature of resistance to penetration into soil; various parameters that enter into equation for resistance to penetration are reviewed, and attempt is made to establish limiting values for parameters; results are presented of attempt to correlate driving record with static load tests for 24 cases using wave equation.
Prediction of pile capacity by wave equation
ASCE -- Proc (J Soil Mechanics Foundations Div)
Forehand, P.W. (author) / Reese, Jr., J.L. (author)
1964
25 pages
Article (Journal)
English
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