Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Describes method of preventing uplift, rather than neutralizing it; it consists in provision of water-tight membrane or sheet, placed as near up-stream face of dam as is practicable, with, in addition, system of under-drainage to ensure removal of any seepage from foundation bed. See discussion in no. 10, Dec. 1926, pp. 2042-2045, and vol. 53, no. 1, Jan. 1927, pp. 110-118, 1 fig.
Describes method of preventing uplift, rather than neutralizing it; it consists in provision of water-tight membrane or sheet, placed as near up-stream face of dam as is practicable, with, in addition, system of under-drainage to ensure removal of any seepage from foundation bed. See discussion in no. 10, Dec. 1926, pp. 2042-2045, and vol. 53, no. 1, Jan. 1927, pp. 110-118, 1 fig.
Water-proof masonry dams
Am. Soc. Civ. Engrs. -- Proc
Pagon, W.W. (Autor:in)
1926
7 pages
3 Fig.
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
ASCE | 2021
|Engineering Index Backfile | 1927
Discussion of “Kennison on Water-Proof Masonry Dams”
ASCE | 2021
|Closure to “Pagon on Water-Proof Masonry Dams”
ASCE | 2021
|Engineering Index Backfile | 1912
|