Effects of degraded durability on the long-term stability of in-service slopes with reinforced concreted support structures
Author:
Funder
the Open Fund Project of the Chinese State Key Laboratory of GeoMechanics and Geotechnical Engineering
Publisher
Springer Science and Business Media LLC
Link
https://www.nature.com/articles/s41598-024-70537-w.pdf
Reference35 articles.
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2. He, Y. et al. Slope stability analysis considering the strength anisotropy of c-φ soil. Sci. Rep. 12, 18372. https://doi.org/10.1038/s41598-022-20819-y (2022).
3. Cano, M. & Tomas, R. An approach for characterizing the weathering behavior of Flysch slopes applied to the carbonatic Flysch of Alicante (Spain). Bull. Eng. Geol. Environ. 74, 443–463. https://doi.org/10.1007/s10064-014-0632-6 (2015).
4. Bryson, L. S., Kirkendoll, J. S. & Mahmoodabadi, M. A new rapid method to assess the durability of shale. Geotech. Geol. Eng. 37, 4135–4150. https://doi.org/10.1007/s10706-019-00898-x (2019).
5. Ahmad, M. et al. Assessment of durability and weathering state of some igneous and metamorphic rocks using Micropetrographic index and rock durability indicators: A case study. Geotech. Geol. Eng. 35, 827–842. https://doi.org/10.1007/s10706-016-0146-z (2017).
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