A platform for research: civil engineering, architecture and urbanism
Author proposes use of extension rods imbedded to depth of about 10 m. in bedrock, under dam foundation, and extending as far as top of dam; analysis of effects such system of reinforcement might have on stability of Assouan Dam, Egypt, and Cheurfas Dams in Algeria. (see also translation in Eng. News-Rec., vol. 105, no. 17, Oct. 23, 1930, p. 662)
Author proposes use of extension rods imbedded to depth of about 10 m. in bedrock, under dam foundation, and extending as far as top of dam; analysis of effects such system of reinforcement might have on stability of Assouan Dam, Egypt, and Cheurfas Dams in Algeria. (see also translation in Eng. News-Rec., vol. 105, no. 17, Oct. 23, 1930, p. 662)
Improvement of gravity dams by means of steel anchoring rods
Perfectionnements aux barragespoids par l'adnunction de trants en acier
Coyne, A. (author)
Genie Civil ; 97
1930
2 pages
3 Figs.
Article (Journal)
French
© Metadata Copyright Elsevier B. V. All rights reserved.
Improvement of gravity dams by means of steel anchoring rods
Engineering Index Backfile | 1930
|Anchoring rods for gravity dams
Engineering Index Backfile | 1931
ANCHOR DEVICE FOR ANCHORING TIE RODS AND PROCESS FOR ANCHORING SAID TIE RODS
European Patent Office | 2019
|Springer Verlag | 2015
|Masonry gravity dams and multiple arch dams
Engineering Index Backfile | 1920
|