A platform for research: civil engineering, architecture and urbanism
Crawler-mounted slip-form paves San Diego aqueduct
Construction of second aqueduct to provide supplement to first; new aqueduct is partly in open canal and partly in covered pipeline with capacity diminishing from 1000 cfs to 144 cfs; canal sections were designed with 4 in. unrein-forced concrete lining and slip-form operation was used in lining; paver is made of 48 in. pan slip-form followed by 24 in. spring-loaded float pan and continuous vibrator; concrete drops through tremie tubes.
Crawler-mounted slip-form paves San Diego aqueduct
Construction of second aqueduct to provide supplement to first; new aqueduct is partly in open canal and partly in covered pipeline with capacity diminishing from 1000 cfs to 144 cfs; canal sections were designed with 4 in. unrein-forced concrete lining and slip-form operation was used in lining; paver is made of 48 in. pan slip-form followed by 24 in. spring-loaded float pan and continuous vibrator; concrete drops through tremie tubes.
Crawler-mounted slip-form paves San Diego aqueduct
Civ Eng (NY)
Diemer, R.B. (author)
1960
2 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Engineering Index Backfile | 1946
|Engineering Index Backfile | 1948
|Engineering Index Backfile | 1955
|Engineering Index Backfile | 1946