Evaluation and prediction of 17th Street Canal I-wall stability using numerical limit analyses
Numerical limit analyses have been used to evaluate the stability of the 17th Street Canal I-wall levee during Hurricane Katrina. The potential formation of a water-filled gap along the canal-side soil-wall interface at failure is included in both the lower and upper bound formulations. The analy...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Article |
| Language: | en_US |
| Published: |
American Society of Civil Engineers
2011
|
| Online Access: | http://hdl.handle.net/1721.1/67022 https://orcid.org/0000-0001-5358-4140 https://orcid.org/0000-0002-3408-0358 |