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Discussion of original paper published in Aug. 1927, Proc. article states that there is insufficient justification for ignoring effect of arch action in case of curved gravity dam, such as Exchequer Dam; analysis of stresses in Exchequer Dam; shows effect of arch support, and that no tensile stresses exist at upstream face, but that appreciable compressive stresses occur, especially in lower portions of dam. See reference to original paper in Eng. Index, 1927, p. 257. (See also - nos 1 Jan 1928 pp 219-242)
Discussion of original paper published in Aug. 1927, Proc. article states that there is insufficient justification for ignoring effect of arch action in case of curved gravity dam, such as Exchequer Dam; analysis of stresses in Exchequer Dam; shows effect of arch support, and that no tensile stresses exist at upstream face, but that appreciable compressive stresses occur, especially in lower portions of dam. See reference to original paper in Eng. Index, 1927, p. 257. (See also - nos 1 Jan 1928 pp 219-242)
Notes on arched gravity dams
Am. Soc. Civ. Engrs. -- Proc
Jakobsen, B.F. (Autor:in)
1928
14 pages
20 Figs
Aufsatz (Zeitschrift)
Englisch
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ASCE | 2021
|Engineering Index Backfile | 1927
|Gravity dams arched down stream
Engineering Index Backfile | 1932
|Gravity dams arched down stream
Engineering Index Backfile | 1932
|Gravity dams arched down stream
Engineering Index Backfile | 1931
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