A platform for research: civil engineering, architecture and urbanism
Main piers and fender, golden gate bridge
Construction of San Francisco pier; 1100 ft offshore, consisting of footing course 90 by 185 ft in plan and 50 ft deep, and concrete pier base 94 ft high, top area being 65 by 134 ft; Marin Pier consisting of concrete base block 80 by 160 ft in plan and 10 ft deep; shaft 54 ft high, base area 72 by 149 ft, top 65 by 134 ft.
Main piers and fender, golden gate bridge
Construction of San Francisco pier; 1100 ft offshore, consisting of footing course 90 by 185 ft in plan and 50 ft deep, and concrete pier base 94 ft high, top area being 65 by 134 ft; Marin Pier consisting of concrete base block 80 by 160 ft in plan and 10 ft deep; shaft 54 ft high, base area 72 by 149 ft, top 65 by 134 ft.
Main piers and fender, golden gate bridge
West Construction News Highways Bldr
Crocker, F.W. (author)
1933
7 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Three-Dimensional Hydraulic Analysis for Calculation of Scour at Bridge Piers with Fender Systems
British Library Conference Proceedings | 1997
|Three-Dimensional Hydraulic Analysis for Calculation of Scour at Bridge Piers with Fender Systems
British Library Conference Proceedings | 1997
|Tidal currents of golden gate create hazard in fender and pier construction
Engineering Index Backfile | 1935
|Engineering Index Backfile | 1938
|Engineering Index Backfile | 1931
|