A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Hydrostatic uplift under masonry dams
Hydrostatic uplifts for soil foundations under Colorado and Percho dams; author is unaware of any observations under dams, which do not record hydrostatic heads; recorded observations exhibit similar characteristics; hydrostatic uplift head under base of dam should be treated as independent force, like gravity and water pressure. Paper read before World Engineering Congress, Tokyo. (See also - no. 3343 Feb 7 1930 pp. 181-183)
Hydrostatic uplift under masonry dams
Hydrostatic uplifts for soil foundations under Colorado and Percho dams; author is unaware of any observations under dams, which do not record hydrostatic heads; recorded observations exhibit similar characteristics; hydrostatic uplift head under base of dam should be treated as independent force, like gravity and water pressure. Paper read before World Engineering Congress, Tokyo. (See also - no. 3343 Feb 7 1930 pp. 181-183)
Hydrostatic uplift under masonry dams
Engineering
Parsons, H.de.B. (author)
Engineering ; 129
1930
2 pages
17 Figs.
Article (Journal)
English
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Hydrostatic uplift under masonry dams
| Engineering Index Backfile | 1930
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