| Author(s): |
Conrad W. Felice
Henry Brenniman |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Civil Engineering Magazine, May 2005, n. 5, v. 75 |
| Page(s): | 64-71 |
| DOI: | 10.1061/ciegag.0000018 |
| Abstract: |
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. |
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