Abstract
The reliability of bridge foundations under unstable channel conditions of channel bed degradation and bank widening, is quantified. This provides a basis for making decisions through simple ranking or risk analyses. This same technique can be applied to culverts and to highways to adjacent to unstable streams by changing the definition of failure.
Original language | English (US) |
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Pages | 1041-1045 |
Number of pages | 5 |
State | Published - 1995 |
Event | Proceedings of the 1st International Conference on Water Resources. Part 1 (of 2) - San Antonio, TX, USA Duration: Aug 14 1995 → Aug 18 1995 |
Other
Other | Proceedings of the 1st International Conference on Water Resources. Part 1 (of 2) |
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City | San Antonio, TX, USA |
Period | 8/14/95 → 8/18/95 |
All Science Journal Classification (ASJC) codes
- General Earth and Planetary Sciences
- General Environmental Science