Comparison of continuum-discontinuum approaches to stability evaluation of open pit slopes: introduction of new measure of instability
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-021-09265-8.pdf
Reference53 articles.
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2. Ahmed Z, Wang S, Jasim OH et al (2020) Variability effect of strength and geometric parameters on the stability factor of failure surfaces of rock slope by numerical analysis. Arab J Geosci 13:1112. https://doi.org/10.1007/s12517-020-06080-5
3. Akgün H, Muratlı S, Koçkar MK (2014) Geotechnical investigations and preliminary support design for the Geçilmez tunnel: a case study along the Black Sea coastal highway, Giresun, northern Turkey. Tunn Undergr Space Technol 40:277–299
4. Ansari TA, Srinivasan V, Singh TN, Das A (2019) Slope instability analysis in Phyllitic rock in the Lesser Himalayan using three different modeling approach. Bull Eng Geol Env 78:5695–5706. https://doi.org/10.1007/s10064-019-01498-y
5. Asadizadeh M, Babanouri N (2018) Back analysis of inter-ramp slope failure in Teghout copper mine. International Journal of Mining and Geo-Engineering 52:207–214. https://doi.org/10.22059/ijmge.2018.242642.594700
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