A platform for research: civil engineering, architecture and urbanism
Lining consists of welded steel diaphragms encased in 5-ft shell of reinforced concrete for four 60-ft diam shafts for control of water through diversion and outlet tunnels; special rigs for placing concrete; steel form system; concrete delivery; bracing system of shaft foundations. (French translation) (See also Eng News-Rec v 118 n 20 May 20 1937 p 742-5)
Lining consists of welded steel diaphragms encased in 5-ft shell of reinforced concrete for four 60-ft diam shafts for control of water through diversion and outlet tunnels; special rigs for placing concrete; steel form system; concrete delivery; bracing system of shaft foundations. (French translation) (See also Eng News-Rec v 118 n 20 May 20 1937 p 742-5)
Fort peck shaft lining
Genie Civil
Pence, A.W. (author)
Genie Civil ; 111
1937
2 pages
Article (Journal)
French
© Metadata Copyright Elsevier B. V. All rights reserved.
Engineering Index Backfile | 1937
|ASCE | 2021
|Engineering Index Backfile | 1942
|Engineering Index Backfile | 1940
|Fort Peck shale requires special method for excavating and lining tunnels
Engineering Index Backfile | 1935
|