Stability Analysis of Non-homogeneous Slopes and Assessment of Failure Characteristics Using HYRCAN
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-4055-2_36
Reference10 articles.
1. Griffiths DV, Lu N (2005) Unsaturated slope stability analysis with steady infiltration or evaporation using elastoplastic finite elements. Int J Numer Anal Methods Geomech 29:249–267. https://doi.org/10.1002/nag.413
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3. Zhu D (2008) Investigations on the accuracy of the simplified Bishop method. In: Landslides and engineered slopes. From past to future, pp 1055–1057. https://doi.org/10.1201/9780203885284-c138
4. Gavin K, Xue J (2008) A simple method to analyze infiltration into unsaturated soil slopes. Comput Geotech 35:223–230. https://doi.org/10.1016/j.compgeo.2007.04.002
5. Muntohar AS, Liao HJ (2010) Rainfall infiltration: finite slope model for landslides triggering by rainstorm. Nat Hazards 54:967–984. https://doi.org/10.1007/s11069-010-9518-5
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