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Numerical simulation of rainfall-induced landslides considering hysteresis and scanning soil-water characteristic curves
Date
2017-05-11
Author
Kenanoğlu, Melih Birhan
Toker, Nabi Kartal
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Infiltration through unsaturated soil is essential issue in the modelling of rainfall-induced landslides, Hysteresis in soil-water characteristic curves complicates the modelling of infiltration. This study aims to establish a numerical model for rainfall infiltration and ultimate limit state stability of an unsaturated infinite slope, while considering the effect of wetting-drying hysteresis.
URI
https://hdl.handle.net/11511/76822
https://www.new.interpore.org/interpore-rotterdam-2017
Conference Name
9th International Conference on Porous Media, 2017
Collections
Department of Civil Engineering, Conference / Seminar
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M. B. Kenanoğlu and N. K. Toker, “Numerical simulation of rainfall-induced landslides considering hysteresis and scanning soil-water characteristic curves,” presented at the 9th International Conference on Porous Media, 2017, Rotterdam, The Netherlands, 2017, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/76822.