A platform for research: civil engineering, architecture and urbanism
Bonneville dam concrete after six years
Examination of portland pozzuolan concrete in Bonneville Dam after 6 yr of service indicates that present condition of superstructure surface is approximately same as at end of construction; erosion zones repaired; concrete surface armored with 1/2-in. steel plates because of attrition at bases of all piers just down-stream from gate slots and on curved overflow sections adjacent to piers.
Bonneville dam concrete after six years
Examination of portland pozzuolan concrete in Bonneville Dam after 6 yr of service indicates that present condition of superstructure surface is approximately same as at end of construction; erosion zones repaired; concrete surface armored with 1/2-in. steel plates because of attrition at bases of all piers just down-stream from gate slots and on curved overflow sections adjacent to piers.
Bonneville dam concrete after six years
Eng News-Rec
Galbraith, C.C. (author) / Clark, R.R. (author)
Engineering News-Record ; 134
1945
4 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Bonneville dam stilling basin repaired after 17 years' service
Engineering Index Backfile | 1956
|Instruments register strains in Bonneville Dam concrete
Engineering Index Backfile | 1938
|Instruments register strains in Bonneville Dam concrete
Engineering Index Backfile | 1938
|British Library Online Contents | 1999