Numerical Modeling of Bank Instability by Seepage Erosion Undercutting of Layered Streambanks
Undercutting, primarily considered due to fluvial mechanisms, has been reported to have a major impact on slope failure. Predicting bank collapse specifically due to seepage erosion undercutting by particle mobilization on layered streambanks has not been fully studied or modeled, even though its ro...
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Veröffentlicht in: | Journal of hydrologic engineering 2008-12, Vol.13 (12), p.1133-1145 |
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Sprache: | eng |
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