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Formulas are developed for gravity dam having triangular section and vertical upstream face curved in plan to radius, Ru; it is shown that radius of curvature influences stresses considerably and that it is never safe to neglect curvature as has been customary in past. See also discussion in nos. 8 and 9, Oct. and Nov. 1927 pp. 2059-2064 and pp. 2355-2362, 5 figs.
Formulas are developed for gravity dam having triangular section and vertical upstream face curved in plan to radius, Ru; it is shown that radius of curvature influences stresses considerably and that it is never safe to neglect curvature as has been customary in past. See also discussion in nos. 8 and 9, Oct. and Nov. 1927 pp. 2059-2064 and pp. 2355-2362, 5 figs.
Notes on arched gravity dams
Am. Soc. Civ. Engrs. -- Proc.
Jakobsen, B.F. (author)
1927
8 pages
2 Figs.
Article (Journal)
English
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| ASCE | 2021
| Engineering Index Backfile | 1928
Gravity dams arched down stream
| Engineering Index Backfile | 1932
Gravity dams arched down stream
| Engineering Index Backfile | 1931
Gravity dams arched down stream
| Engineering Index Backfile | 1932