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Until recent years little attention was paid to the possibility that masonry dams might be liable to uplift forces of considerable magnitude, resulting in a dangerous reduction of their factors of safety. When general interest in the subject was aroused finally, the line of attack chosen, save in a few sporadic cases, was to neutralize the uplift by additional masonry. It is the purpose of this paper to draw attention to another method, which has been somewhat foreshadowed by recent designs; namely, that of preventing the uplift, rather than neutralizing it.
Until recent years little attention was paid to the possibility that masonry dams might be liable to uplift forces of considerable magnitude, resulting in a dangerous reduction of their factors of safety. When general interest in the subject was aroused finally, the line of attack chosen, save in a few sporadic cases, was to neutralize the uplift by additional masonry. It is the purpose of this paper to draw attention to another method, which has been somewhat foreshadowed by recent designs; namely, that of preventing the uplift, rather than neutralizing it.
Water-Proof Masonry Dams
Pagon, W. Watters (Autor:in)
Transactions of the American Society of Civil Engineers ; 91 ; 236-243
01.01.2021
81927-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Engineering Index Backfile | 1927
Engineering Index Backfile | 1926
|Discussion of “Kennison on Water-Proof Masonry Dams”
ASCE | 2021
|Closure to “Pagon on Water-Proof Masonry Dams”
ASCE | 2021
|Engineering Index Backfile | 1912
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