Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stability of straight concrete gravity dams
Necessity for abandoning middle-third theory and sliding factor; safety of straight masonry dams is principally due to shear; effect of loading on shearing strength; estimates of effective uplift area and of uplift force; shear safety factor is proposed for use in dam design; effect of height on base length; numerical examples. (See also - (discussions) n 9 Nov p 1508-10 and n 10 Dec p 1657-9)
Stability of straight concrete gravity dams
Necessity for abandoning middle-third theory and sliding factor; safety of straight masonry dams is principally due to shear; effect of loading on shearing strength; estimates of effective uplift area and of uplift force; shear safety factor is proposed for use in dam design; effect of height on base length; numerical examples. (See also - (discussions) n 9 Nov p 1508-10 and n 10 Dec p 1657-9)
Stability of straight concrete gravity dams
Am Soc Civ Engrs -- Proc
Henny, D.C. (Autor:in)
1933
21 pages
Aufsatz (Zeitschrift)
Englisch
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Stability of Straight Concrete Gravity Dams
| ASCE | 2021
Stability of straight concrete gravity dams
| Engineering Index Backfile | 1934
Stability of straight concrete gravity dams
| Engineering Index Backfile | 1934
Twist effects in straight gravity dams
| Engineering Index Backfile | 1937
Twist effects in straight gravity dams
| Engineering Index Backfile | 1938