"The wave equation method of evaluating pile bearing capacity is investigated by using data obtained from a comprehensive pile testing program. Modifications which create a more accurate and realistic approach are made to the method proposed by previous investigators. With the use of these modifications, correlation between observed and computed results is more readily obtained. Selected pile formulas in the empirical, static, and dynamic categories are reviewed so that a direct comparison between these and the wave equation method can be made"--Abstract, page ii.
Fry, Thomas S.
Maxwell, James C.
Heagler, John B., 1924-1999
Muhlbauer, Karlheinz C., 1930-2008
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
University of Missouri at Rolla
vi, 70 pages
© 1965 Stuart H. Williams, All rights reserved.
Thesis - Open Access
Library of Congress Subject Headings
Piling (Civil engineering)
Print OCLC #
Electronic OCLC #
Link to Catalog Recordhttp://laurel.lso.missouri.edu/record=b1068897~S5
Williams, Stuart H., "Evaluation of pile bearing capacity by use of the wave equation" (1965). Masters Theses. 6952.