A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tiebacks eliminate internal bracing
Tiebacks with 40 to 115 ft-long tendons hold back 65-ft high cut-off wall during excavation at new World Trade Center site in New York City; tendons consist of 11 to 24 cables, 1/2-in. in diam. that will be anchored 30 to 35 ft in bedrock to brace retaining wall during excavation; wall consists of series of 22-ft wide panels, which were cast in alternate sections, then joined by filling gaps; each of these panels, as excavation exposes it, is anchored with two vertical rows of ties.
Tiebacks eliminate internal bracing
Tiebacks with 40 to 115 ft-long tendons hold back 65-ft high cut-off wall during excavation at new World Trade Center site in New York City; tendons consist of 11 to 24 cables, 1/2-in. in diam. that will be anchored 30 to 35 ft in bedrock to brace retaining wall during excavation; wall consists of series of 22-ft wide panels, which were cast in alternate sections, then joined by filling gaps; each of these panels, as excavation exposes it, is anchored with two vertical rows of ties.
Tiebacks eliminate internal bracing
Construction Methods Equipment
1968
2 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
| NTIS | 1982
Field Performance of Abutment Tiebacks
| NTIS | 1996
Pretest tiebacks and drilled-in caissons
| Engineering Index Backfile | 1963
Tiebacks remove clutter in excavation
Engineering Index Backfile | 1961
Tiebacks in foundation engineering and construction
| TIBKAT | 2002