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Laminated arch dams with forked abutments
Mathematical theory of modified design avoiding complexities of thick arch and resulting in economies; design involved subdivision of total arch thickness into two or more separate arches; analysis of stresses by means of charts; principles of cone dam and of forked abutments; effect of sloping crown and of laminations; stepped water-level or fractional concrete arch dam at Marege, France, also Railroad Canyon (cone arch) Dam near Elsinore, Calif., are presented as examples. (see also discussions and author's closure in nos. 5, 6, 7, 8 and 10, May 1930, pp. 1107-1117, Aug., p. 1447, Sept., pp. 1719-1725, Oct., pp. 1897-1899, and Dec., pp. 2167-2172, 7 figs)
Laminated arch dams with forked abutments
Mathematical theory of modified design avoiding complexities of thick arch and resulting in economies; design involved subdivision of total arch thickness into two or more separate arches; analysis of stresses by means of charts; principles of cone dam and of forked abutments; effect of sloping crown and of laminations; stepped water-level or fractional concrete arch dam at Marege, France, also Railroad Canyon (cone arch) Dam near Elsinore, Calif., are presented as examples. (see also discussions and author's closure in nos. 5, 6, 7, 8 and 10, May 1930, pp. 1107-1117, Aug., p. 1447, Sept., pp. 1719-1725, Oct., pp. 1897-1899, and Dec., pp. 2167-2172, 7 figs)
Laminated arch dams with forked abutments
Am. Soc. Civil Engrs. -- Proc
Noetzli, F.A. (Autor:in)
1930
32 pages
11 Figs.
Aufsatz (Zeitschrift)
Englisch
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