Wave equation prediction of pile bearing capacity compared with field test results
By: by Richard E. Bartoskewitz and Harry M. Coyle.
Contributors: Coyle, Harry M., joint author.; Texas. Highway Dept.; United States. Federal Highway Administration.
Series: Texas Transportation Institute. Research report, no. 125-5; Research report (Texas Transportation Institute) ;; 125-5.
Publisher: Texas Transportation Institute
Published: 1970
Place of publication: College Station
Language: eng
Number of pages: 54
Subjects: Piling (Civil engineering); Clay.; Wave equation.
Notes: Bibliography: p. 53-54.
Research study number 2-5-67-125: Bearing capacity for axially loaded piles."
Sponsored by the Texas Highway Dept. in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration.
Includes Summary report 125-5(s).