Three-Dimensional Slope Failure Response Based on Limit Equilibrium Method
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40515-024-00386-7.pdf
Reference40 articles.
1. Arai, K., Tagyo, K.: Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis. Soils Found. 25(1), 43–51 (1985). https://doi.org/10.3208/sandf1972.25.43
2. Baker, R., Leshchinsky, D.: Stability analysis of conical heaps. Soils Found. 27(4), 99–110 (1987)
3. Baligh, M.M., Azzouz, A.S.: End effects on stability of cohesive slopes. J. Geotech. Eng. Div. 101(11), 1105–1117 (1975)
4. Bishop, A.W.: The use of the slip circle in the stability analysis of slopes. Geotechnique 5(1), 7–17 (1955). https://doi.org/10.1680/geot.1955.5.1.7
5. Cavounidis, S.: An extension of Bishop’s simplified method of slope stability analysis to three dimensions. Geotechnique 38(1), 155–156 (1988). https://doi.org/10.1680/geot.1988.38.1.155
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