Study of the lateral pressure of fresh concrete as related to the design of drilled shafts
By: by Juan B. Bernal, Lymon C. Reese ; conducted for Texas State Department of Highways and Public Transportation, in cooperation with the U.S. Department of Transportation, Federal Highway Administration, by the Center for Transportation Research, the University of Texas at Austin.
Contributors: Reese, Lymon C., 1917-; Texas. State Dept. of Highways and Public Transportation.; United States. Federal Highway Administration.; University of Texas at Austin. Center for Transportation Research.
Series: Research report ;; 308-1F; Research report (University of Texas at Austin. Center for Transportation Research) ;; no. 308-1F.
Publisher: The Center; Available through National Technical Information Service
Published: 1983
Place of publication: Austin, Tex; Springfield, Va
Language: eng
Number of pages: 126
Subjects: Concrete -- Testing.; Foundations.
Notes: Bibliography: p. 99-102.
"The influence of the characteristics of concrete on the load-carrying capacity of drilled shafts, research study 3-5-82-308."
"November 1983."