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Effects of the size of particles on rainfall induced slope instability in granular soils
Date
2014-02-23
Author
Ahmadi-Adli, Mohammad
Huvaj Sarıhan, Nejan
Toker, Nabi Kartal
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Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
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URI
https://hdl.handle.net/11511/37626
DOI
https://doi.org/10.1061/9780784413272
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Department of Civil Engineering, Conference / Seminar
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Effects of the size of particles on rainfall-induced slope instability in granular soils
Ahmad-Adli, Mohammad; Huvaj, Nejan; Toker, Nabi Kartal (2014-02-26)
Rainfall-triggered landslides is a common natural hazard with significant consequences all over the world. Most available methods for predicting rainfall-triggered landslides are based on regional statistical data of past slope failures and rainfall records rather than a physically based model that takes the mechanism of the problem into account. Stability of slopes in unsaturated soils is mainly affected by suction distribution, which influences seepage and shear strength. Soil-water characteristic curve (...
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M. Ahmadi-Adli, N. Huvaj Sarıhan, and N. K. Toker, “Effects of the size of particles on rainfall induced slope instability in granular soils,” 2014, vol. 1, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/37626.