Evolution of the Transient Saturated Zone and Stability Analysis of Slopes under Rainfall Conditions
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-0733-x.pdf
Reference33 articles.
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3. Cho SE (2016) Stability analysis of unsaturated soil slopes considering water-air flow caused by rainfall infiltration. Engineering Geology 211:184–197, DOI: https://doi.org/10.1016/j.enggeo.2016.07.008
4. Deng D, Li L (2019) Limit equilibrium analysis of slope stability with coupling nonlinear strength criterion anddouble-strength reduction technique. International Journal of Geomechanics 19(6):04019052, DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0001431
5. Egeli I, Pulat HF (2011) Mechanism and modelling of shallow soil slope stability during high intensity and short duration rainfall. Scientia Iranica 18(6):1179–1187, DOI: https://doi.org/10.1016/j.scient.2011.09.010
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