Masters Theses
Abstract
"This study is to analyze continuous open channels used for fluid flow and supported on soil which is considered to provide an elastic foundation. The basic assumption is that the reaction forces of the foundation are proportional at every point to the deflection of the channel at that point. The walls of the channel are considered vertical in all cases but are subjected to various lateral pressures due to different embankment loading conditions"-- Abstract, p. ii
Advisor(s)
Senne, Joseph H.
Committee Member(s)
Heagler, John B., 1924-1999
Schaefer, Rodney A., 1926-2002
Spooner, James E.
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
M.S. in Civil Engineering
Publisher
University of Missouri at Rolla
Publication Date
1964
Pagination
viii, 82 pages
Note about bibliography
Includes bibliographical references (page 63)
Rights
© 1964 Wan-Cheng Liu, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Thesis Number
T 1681
Print OCLC #
5963667
Recommended Citation
Liu, Wan-Cheng, "Structural analysis of open channels on elastic foundation." (1964). Masters Theses. 5682.
https://scholarsmine.mst.edu/masters_theses/5682
