Closed-form solutions for regional earthquake–induced landslide prediction: rotational failure mechanism
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10346-022-01916-5.pdf
Reference51 articles.
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2. Baker R, Garber M (1978) Theoretical analysis of the stability of slopes. Géotechnique 28(4):395–411
3. Baker R, Shukha R, Operstein V, Frydman S (2006) Stability charts for pseudo-static slope stability analysis. Soil Dyn Earthq Eng 26(9):813–823
4. Bell JM (1966) Dimensionless parameters for homogeneous earth slopes. J Soil Mech Found Div 92(5):51–65
5. Burgess J, Fenton GA, Griffiths DV (2019) Probabilistic seismic slope stability analysis and design. Can Geotech J 56(12):1979–1998
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