A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Caissons sunk by rotating steel shells
Description of caissons of special type, involving use of cylindrical steel shells, lowered into mud filled holes excavated by rotating bits, sunk to depths of 110 ft, to support substructure of extension to South Meadow station of Hartford Electric Light Co, in Connecticut.
Caissons sunk by rotating steel shells
Description of caissons of special type, involving use of cylindrical steel shells, lowered into mud filled holes excavated by rotating bits, sunk to depths of 110 ft, to support substructure of extension to South Meadow station of Hartford Electric Light Co, in Connecticut.
Caissons sunk by rotating steel shells
Construction Methods Equipment
1938
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Caissons sunk by rotating steel shells
Engineering Index Backfile | 1938
Large concrete caissons sunk from trestles
| Engineering Index Backfile | 1917
Telescopic foundation caissons sunk in bank basement
| Engineering Index Backfile | 1919
Pneumatic caissons sunk 110 ft. For Vicksburg bridge
| Engineering Index Backfile | 1929
Caissons sunk in deep water for Mississippi bridge piers
Engineering Index Backfile | 1940