[
Bishop, A. W., 1955. The use of the slip circle in the stability analysis of slopes. Géotechnique5(1): 7-17.
]Search in Google Scholar
[
Boulfoul, K., 2021. Study of landslide stabilization using piles, PhD thesis, University of Batna 2, Algeria.
]Search in Google Scholar
[
Bouzid, D. A., 2022. Finite element analysis of slope stability by expanding the mobilized principal stress Mohr’s circles– Development, encoding and validation. Journal of Rock Mechanics and Geotechnical Engineering 14(4): 1165-1179.
]Search in Google Scholar
[
Díaz-Durán, F. A., 2023. Slope Stability in Open Pits with Thin Weak Layers. Rocscience International Conference (RIC 2023), Atlantis Press.
]Search in Google Scholar
[
Djerbal, L., 2013. Analysis of deformation mechanisms and progressive failure of the unstable Ain El Hammam slope, PhD thesis, University of Mouloud Mammeri.
]Search in Google Scholar
[
Duncan, J. M., 1996. State of the art: limit equilibrium and finite-element analysis of slopes. Journal of Geotechnical engineering122(7): 577-596.
]Search in Google Scholar
[
DURVILLE, J.-L. and G. SEVE., 1996.Slope stability: landslides on soft ground. Techniques del’ingénieur. Construction1(C254): C254. 251-C254. 216.
]Search in Google Scholar
[
Faure, R., 2000. The evolution of slope stability calculation methods. Part I: Fracture methods. Revue française de géotechnique(92): 3-16.
]Search in Google Scholar
[
Guirous, L., 2017. Characterization and modeling of the Tigzirt landslide under the effect of the Boumerdes seismic signal, PhD thesis, University of Mouloud Mammeri, Algeria.
]Search in Google Scholar
[
He, B. and H. Zhang., 2012. Stability analysis of slope based on finite element method. International Journal of Engineering and Manufacturing3: 70-74.
]Search in Google Scholar
[
He, Y., et al., 2022. Slope stability analysis considering the strength anisotropy of c-φ soil. Scientific Reports12(1): 18372.
]Search in Google Scholar
[
Jibson, R. W., 2011. Methods for assessing the stability of slopes during earthquakes—A retrospective. Engineering Geology 122(1-2): 43-50.
]Search in Google Scholar
[
Khemissa, M., 2006.Stability analysis methods and slope stabilization techniques. Actes des JNGG.
]Search in Google Scholar
[
Kim, J., et al., 2002. Stability analysis of complex soil slopes using limit analysis. Journal of Geotechnical and Geoenvironmental Engineering128(7): 546-557.
]Search in Google Scholar
[
LAFIFI, B., 2009. Numerical modeling of landslides using the finite element method, taking into account a material instability criterion,PhD thesis,University of Guelma, Algeria.
]Search in Google Scholar
[
Lane, P. and D. Griffiths., 2000. Assessment of stability of slopes under drawdown conditions. Journal of Geotechnical and Geoenvironmental Engineering126(5): 443-450.
]Search in Google Scholar
[
Le Fichoux, E. 1998., Introducing and using CASTEM 2000. ENSTA LME, 102 p.
]Search in Google Scholar
[
Liu, M. and J. Carter., 2002. A structured Cam Clay model. Canadian geotechnical journal 39(6): 1313-1332.
]Search in Google Scholar
[
Liu, X. and M. Su., 2023. Double Strength Reduction Method for Slope Stability Analysis Based on Water Content Variation: A Study and Engineering Application. Water15(6): 1194.
]Search in Google Scholar
[
Morgenstern, N. u. and V. E. Price., 1965. The analysis of the stability of general slip surfaces. Géotechnique 15(1): 79-93.
]Search in Google Scholar
[
Mouyeaux, A., et al., 2015. Development of a finite element model of the sliding mechanism of embankment dams with the© Cast3M code. Civil Engineering University Meeting.
]Search in Google Scholar
[
Onyango, J. A. and C. Zhang., 2019. Numerical Analysis of Slope Stability by Strength Reduction in Finite Elements Using ANSYS a Case Study of Qinglong-Xingyi Expressway Contract Section T1 (K11+ 790∼K11+ 875). Environmental & Earth Sciences Research Journal6(2).
]Search in Google Scholar
[
Sanavia, L., (2009). Numerical modelling of a slope stability test by means of porous media mechanics. Engineering Computations26(3): 245-266.
]Search in Google Scholar
[
Sarkar, S. and M. Chakraborty.,2021. Stability analysis for two-layered slopes by using the strength reduction method. International Journal of Geo-Engineering12(1): 24.
]Search in Google Scholar
[
Sarma, S. K., 1973. Stability analysis of embankments and slopes. Géotechnique23(3): 423-433.
]Search in Google Scholar
[
Spencer, E., 1967. A method of analysis of the stability of embankments assuming parallel inter-slice forces. Géotechnique 17(1): 11-26.
]Search in Google Scholar
[
Su, K., et al., 2016. Slope stability analysis under combined failure criteria.The Open Civil Engineering Journal10(1).
]Search in Google Scholar
[
Vengeon, J.-M., et al., 1999. Contribution to the analysis of deformation and failure of large rocky slopes in crystallophyllous soil. Canadian geotechnical journal36(6): 1123-1136.
]Search in Google Scholar
[
Yingren, Z. S. Z., 1999. Slope Safety Factor Analysis Using ANSYS. Logistical Engineering University. Chong Qing,China.
]Search in Google Scholar
[
Zaki, A., 1999. Non-circular slope stability analysis using the generalized wedge method with modifications and extensions for application in rock engineering, PhD thesis,University of Toronto.
]Search in Google Scholar