Hillslope instability induced by toe excavation: A comparative study of LEM-based deterministic and probabilistic approaches
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s12046-021-01737-7.pdf
Reference63 articles.
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3. Stark T D, Arellano W D, Hillman R P, Hughes R M, Joyal N and Hillebrandt D 2005 Effect of toe excavation on a deep bedrock landslide. J. Perform. Constr. Facil. ASCE. 19: 244–255. https://doi.org/10.1061/(ASCE)0887-3828(2005)19:3(244)
4. Erginal A E, Türkeş M, Ertek T A, Baba A and Bayrakdar C 2008 Geomorphological investigation of the excavation-induced Dündar landslide, Bursa-Turkey. Geograf. Ann. (Ser. A: Phys. Geogr.). 90: 109-123. https://doi.org/10.1111/j.1468-0459.2008.00159.x
5. Ayalew L, Moeller D and Reik G 2009 Geotechnical aspects and stability of road cuts in the Blue Nile Basin, Ethiopia. Geotech. Geol. Eng. 27: 713–728. https://doi.org/10.1007/s10706-009-9270-3
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1. Probabilistic Assessment of Seismic Response of Toe-Excavated Partially Saturated Hillslopes;Indian Geotechnical Journal;2024-01-08
2. Multiple Linear Regression Applied in the Calibration of Numerical Analysis in Deep Foundations;Indian Geotechnical Journal;2023-12-09
3. Probabilistic assessment of seismic response of toe-excavated hillslopes retained using anchored sheet-pile-wall;Ain Shams Engineering Journal;2022-09
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