Numerical Analysis of the Causes of Curved Soil Levee Breaches in Seasonal Freeze-Thaw Areas
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-020-0300-2.pdf
Reference36 articles.
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2. Bai R, Lai Y, Zhang M, Gao J (2018) Water-vapor-heat behavior in a freezing unsaturated coarse-grained soil with a closed top. Cold Regions Science and Technology 155:120–126, DOI: https://doi.org/10.1016/j.applthermaleng.2017.09.080
3. Chang HH (1992) Fluvial processes in river engineering. Krieger Publishing Company, Malabar, FL, USA
4. Cho SE (2012) Probabilistic analysis of seepage that considers the spatial variability of permeability for an embankment on soil foundation. Engineering Geology 133:30–39, DOI: https://doi.org/10.1016/j.enggeo.2012.02.013
5. Elalfy E, Tabrizi AA, Chaudhry MH (2018) Numerical and experimental modeling of levee breach including slumping failure of breach sides. Journal of Hydraulic Engineering 144(2):04017066, DOI: https://doi.org/10.1061/(asce)hy.1943-7900.0001406
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