A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tunnel lining practice on Delaware aqueduct
Method used in concrete lining for deep rock pressure tunnel 13.5 to 19.5 ft in diam, 85 mi long which will carry water from upstate reservoirs to New York City; methods used in batching, transporting, mixing and placing concrete; reinforcement and steel interlining; progress in construction of tunnel lining; specification for portland cement and concrete aggregates. (See also - discussion in v 13 n 2 Nov p 348-1-348-6)
Tunnel lining practice on Delaware aqueduct
Method used in concrete lining for deep rock pressure tunnel 13.5 to 19.5 ft in diam, 85 mi long which will carry water from upstate reservoirs to New York City; methods used in batching, transporting, mixing and placing concrete; reinforcement and steel interlining; progress in construction of tunnel lining; specification for portland cement and concrete aggregates. (See also - discussion in v 13 n 2 Nov p 348-1-348-6)
Tunnel lining practice on Delaware aqueduct
Am Concrete Inst -- J
Clark, C.M. (author) / Spann, G. (author)
1941
24 pages
Article (Journal)
English
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Lining inclined section of Delaware aqueduct
| Engineering Index Backfile | 1943
Grouting tunnel lining on aqueduct
Engineering Index Backfile | 1942
Grouting tunnel lining on aqueduct
Engineering Index Backfile | 1942
Grouting tunnel lining on aqueduct
Engineering Index Backfile | 1943
Engineering Index Backfile | 1940