| Auteur(s): |
Conrad W. Felice
Henry Brenniman |
|---|---|
| Médium: | article de revue |
| Langue(s): | anglais |
| Publié dans: | Civil Engineering Magazine, mai 2005, n. 5, v. 75 |
| Page(s): | 64-71 |
| DOI: | 10.1061/ciegag.0000018 |
| Abstrait: |
The foundations for a 500 m long cable-stayed bridge and its approaches in India included 676 large-diameter shafts drilled to lengths that varied from 4 to 34 m in geotechnical conditions that varied from highly weathered volcanic material to massive, high-strength rocks. The key to success was a program of pier-by-pier design and careful in situ testing. |
Ouvrages et projets
- Informations
sur cette fiche - Reference-ID
10020253 - Publié(e) le:
23.07.2005 - Modifié(e) le:
01.12.2018
Structurae coopère avec
