Probabilistic Assessment of Seismic Response of Toe-Excavated Partially Saturated Hillslopes
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-023-00840-2.pdf
Reference72 articles.
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2. Chakraborty R, Dey A (2022) Probabilistic slope stability analysis: state-of-the-art review and future prospects. Inn Infra Sol 7:177. https://doi.org/10.1007/s41062-022-00784-1
3. Chakraborty R, Dey A (2021) Hillslope instability induced by toe excavation: a comparative study of LEM-based deterministic and probabilistic approaches. Sādhanā 46:1–23. https://doi.org/10.1007/s12046-021-01737-7
4. Chakraborty R, Dey A (2022) Probabilistic assessment of seismic response of toe-excavated hillslopes retained using anchored sheet-pile-wall. Ain Shams Eng J 13(5):101736. https://doi.org/10.1016/j.asej.2022.101736
5. Tsompanakis Y, Lagaros ND, Psarropoulos PN, Georgopoulos EC (2010) Probabilistic seismic slope stability assessment of geostructures. Struct Infra Eng 6(1–2):179–191. https://doi.org/10.1080/15732470802664001
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