A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Causes of dam failures; analogy with rock slides; types of dams; theoretical triangle cannot be used in practice; stresses in masonry dams; factors of safety for arch dams, buttress dams, rock-fill and earth dams; earthquakes; how dams are to be made safe against sliding; table showing relative thickness of number of masonry dams. From paper read before World Eng. Congress. (See also Water Works Eng., vol. 83, no. 1, Jan. 1, 1930, pp. 11-12, 44, 47-48 and 51-52; 2 figs.; Can. Engr., vol. 59, no. 9, Aug. 26, 1930, pp. 265-269 and abstract in Assn. Chinese and Am. Engrs. -- Jl., vol. 11, no. 5, May 1930, pp. 31-37)
Causes of dam failures; analogy with rock slides; types of dams; theoretical triangle cannot be used in practice; stresses in masonry dams; factors of safety for arch dams, buttress dams, rock-fill and earth dams; earthquakes; how dams are to be made safe against sliding; table showing relative thickness of number of masonry dams. From paper read before World Eng. Congress. (See also Water Works Eng., vol. 83, no. 1, Jan. 1, 1930, pp. 11-12, 44, 47-48 and 51-52; 2 figs.; Can. Engr., vol. 59, no. 9, Aug. 26, 1930, pp. 265-269 and abstract in Assn. Chinese and Am. Engrs. -- Jl., vol. 11, no. 5, May 1930, pp. 31-37)
How can safety be attained in dam construction
Pub. Works
Hazen, A. (author)
Public Works ; 61
1930
5 pages
6 Figs.
Article (Journal)
English
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How can safety be attained in dam construction
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