SLOPE STABILITY ANALYSIS USING LIMIT EQUILIBRIUM AND FINITE ELEMENT METHODS: A CASE STUDY OF THE KHERRATA LANDSLIDE, ALGERIA

Authors

  • Mohamed Djabri Associate Professor, Laboratory of Sedimentary Environment, Mineral and Water Resources of Eastern Algeria (ESRMHAO), Department of Earth and Universe Sciences, Echahid Cheikh Larbi Tebessi –Tebessa University, Algeria
  • Rafik Boufarh Professor, Laboratory of Applied Civil Engineering (LGCA), Department of Civil Engineering, Echahid Cheikh Larbi Tebessi–Tebessa University, Algeria
  • Ahlem Gasri Professor, LAMIS Laboratory, Department of Mathematics, Echahid Cheikh Larbi Tebessi–Tebessa University, Algeria

DOI:

https://doi.org/10.30572/2018/KJE/170307

Keywords:

Factor of Safety, Finite elements analysis, Limit equilibrium methods, Kherrata landslides stability

Abstract

Landslides are one of the biggest natural dangers around the world. They can cause serious damage to properties and infrastructure and even threaten people's lives. Therefore, researchers and engineers throughout the world have come up with many methodologies to evaluate slopes stability and to find ways to reduce these dangerous risks. Using both analytical and numerical methods, this study provides an analysis of landslide stability in Kherrata, located in the Wilaya of Bejaia, northeastern Algeria. Specifically, in this two-dimensional analysis, the Limit Equilibrium (LEM) methods were compared with the Finite Element Method (FEM) calculations performed in the PLAXIS 2D V8.2 software to evaluate the safety Factor (FoS). The results clearly show that the Factor of Safety values are significantly less than unity (FoS < 1.0), both the LEM and FEM analyses yield similar findings, confirming that the slope is in an unstable state

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Author Biographies

  • Rafik Boufarh, Professor, Laboratory of Applied Civil Engineering (LGCA), Department of Civil Engineering, Echahid Cheikh Larbi Tebessi–Tebessa University, Algeria

    Associate Professor, Department of Civil Engineering, Echahid Cheikh Larbi Tebessi-Tebessa University

  • Ahlem Gasri, Professor, LAMIS Laboratory, Department of Mathematics, Echahid Cheikh Larbi Tebessi–Tebessa University, Algeria

    Associate professor, LAMIS Laboratory, Department of mathematics, Echahid cheikh Larbi Tebessi-Tebessa University

References

Alasadi, A. A. and Mustafa, F. S. (2022) 'Numerical analysis for the response of skirt circular shallow footing resying on sandy soil under vertical loads', Kufa Journal of Engineering, 13 (2), 105-116, 16-27. doi.org/10.30572/2018/KJE/130202.

Alsamia, S. and Koch, E. (2023) 'Evaluation the behavior of pullout force and displacement for a single pile: experimental validation with PLAXIS 3D', Kufa Journal of Engineering, 14 (2), 105-116. doi.org/10.30572/2018/KJE/140207.

Ayalew, L., Moeller, D. and Reik, G. (2009) 'Geotechnical aspects and stability of road cuts in the Blue Nile Basin, Ethiopia', Geotechnical and Geological Engineering, 27 (6), 713-728. doi.org/10.1007/s10706-009-9270-3.

Bishop, A. W. (1955) 'The use of slip circle in the stability analysis of earth slopes', Geotechnique, 5(1), 7-17. doi.org/10.1680/geot.1955.5.1.7.

Brinkgreve, R. (2002) 'PLAXIS Version 8, finite element code for soil and rock analyses', Balkema, The Netherlands.

Cheng, Y. M., Lansivaara I. and Wei, W. B. (2007) 'Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods', Computers and Geotechnics, 34, 137-150. doi.org/10.1016/j.compgeo.2006.10.011.

Djabri, M. and Benmebarek, S. (2020) 'Numerical investigations on the behavior of back-to-back mechanically stabilized earth walls: Effect of structural components', Jordan Journal of Civil Engineering, 14(3), 391-405.

Erginal, A. E., Türkeş, M., Ertek, A. and Bayrakdar, C. (2008) 'Geomorphological investigation of the excavation-induced Dündar landslide, Bursa-Turkey', Geografiska Annaler (Series A, Physical Geography), 90 (2), 109-123. doi.org/10.1111/j.1468-0459.2008.00159.x.

Fawaz, A., Farah, E. and Hagechehade, F. (2014) 'Slope stability analysis using numerical modelling', American Journal of Civil Engineering, 2(3), 60-67. doi.org/10.11648/j.ajce.20140203.11.

Fellenius, W. (1927) 'Earth static calculations with friction and cohesion (adhesion), and assuming circular cylindrical sliding surfaces', Ernst & Sohn, Berlin (In German).

Froude, M. J. and Petley, D. N. (2018) 'Global fatal landslide occurrence from (2004) to 2016', Natural Hazards and Earth System Sciences, 18, 2161-2181. doi.org/10.5194/nhess-18-2161-2018.

Griffoths D. V. and Lane P. A. (1999) 'Slope stability analysis by finite elements', Geotechnique, 49(3), 387-403. doi.org/10.1680/geot.1999.49.3.387.

Hammouri, N. A., Malkawi A. I. H. and Yamin M. M. A. (2008) 'Stability analysis of slopes using the finite element method and limiting equilibrium approach', Bulletin of Engineering Geology and the Environment, 67, 471-478. doi.org/10.1007/s10064-008-0156-z.

Haque, U., Blum, P., Da Silva, P. F. and al. (2016) 'Fatal landslides in Europe', Landslides, 13(6), 1545-533. doi.org/10.1007/s10346-016-0689-3.

Highland, L. M. and Bobrowsky, P. (2008) 'The landslide handbook-A guide to understanding landslides', United States Geological Survey Circular No.1325, Reston, Virginia, 535 U.S.

Huang, M. and Jia, C. Q. (2009) 'Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage', Computers and Geotechnics, 36, 93-101. doi.org/10.1016/j.compgeo.2008.03.006.

Huang, R. Q. and Chan, L. S. (2004) 'Human-induced landslides in China: mechanism study and its implications on slope management', Chinese Journal of Rock Mechanics and Engineering, 23 (16), 2766-2777. http://www.rockmech.org/EN/Y2004/V23/I16/2766.

Kanungo, D. P., Arora, M. K., Sarkar, S. and Gupta, R. P. (2006) 'A comparative study of conventional, ANN black box, fuzzy and combined neural and fuzzy weighting procedures for landslide susceptibility zonation in Darjeeling Himalayas', Engineering Geology, 85, 347-366. doi.org/10.1016/j.enggeo.2006.03.004.

Keefer, D. K. (2002) 'Investigating landslides caused by earthquakes-a historical review', Surveys in Geophysics, 23, 473-510. doi.org/10.1023/A:1021274710840.

Khadim, S.A. and Al-Jassani, A.M. (2021) 'Analytical and numerical study of tube drawing through a conical die', Kufa Journal of Engineering, 12(4), 14-27. doi.org/10.30572/2018/KJE/120402.

Khalid, M. H. and Alshameri, B. (2021) 'Determination of safe depth and lateral distance of unsupported excavation near mat foundation in cohesive soils using PLAXIS', Journal of Applied Science and Engineering, 25(2), 349-360. doi.org/10.6180/jase.202204_25(2) 0011.

Kirschbaum, D., Stanley, T. and Zhou, Y. (2015) 'Spatial and temporal analysis of a global landslide catalog', Geomorphology, 249, 4-15. doi.org/10.1016/j.geomorph.2015.03.016.

Li, Y. and Mo, P. (2019) 'A unified landslide classification system for loess slopes: A critical review', Geomorphology, 340, 67-83. doi.org/10.1016/j.geomorph.2019.04.020.

Ngoc, D. M., Nu, N. T., Tinh, D.M., Loi, B. V. and Huong, N. T. T. (2020) 'An analytical model for residual stress prediction in rebound deformation of the foundation pit', Journal of Applied Science and Engineering, 23(4), 461-668. doi.org/10.6180/jase.202012_23(4) 0010.

Pan, X., Nakamura, H., Nozaki, T. and Huang, X. (2008) 'A GIS-based landslide hazard assessment by multivariate analysis', Journal of Japan Landslide Society, 45(3) 187-195. doi.org/10.3313/jls.45.187.

Petley, D. (2012) 'Global patterns of loss of life from landslides', Geology, 40 (10), 927-930. doi.org/10.1130/G33217.1.

Sellami, S. and Belamri, S. (2014) 'Etude de stabilité et confortement de glissement de terrain CW 16 ait Idriss-Béjaia ', Master'dissertation, University of Bejaia, Algeria (in French).

Shano, L., Gisila, B., Jerene, W. and al. (2024) 'Fatal landslides in Kencho, Shacha & Gozdi villages, Gofa zone, Ethiopia: a detailed investigation (Geological, geotechnical, geophysical & geospatial) of the July 22 (2024) catastrophe and its socioeconomic repercussions', Quaternary Science Advances, 16:100241. doi.org/10.1016/j.qsa.2024.100241.

Shano, L., Raghuvanshi, T. K. and Meten, M. (2020) 'Landslide susceptibility evaluation and hazard zonation techniques-a review', Geoenvironemental Disasters, 7 (18) doi. org/10.1186/s40677-020-00152-0.

Song, Y. S., Hong, W. P. and Woo, K. S. (2012) 'Behavior and analysis of stabilizing piles installed in a cut slope during rainfall', Engineering Geology, 129-130, 56-67. doi.org/10.1016/j.enggeo.2012.01.012.

Wubalem, A. and Meten, M. (2020) 'Landslide susceptibility mapping using information value and logistic regression models in Goncha Siso Eneses area, northwestern Ethiopia', SN Applied Sciences, 2:807. doi.org/10.1007/s42452-020-2563-0.

Xiao, S. and Chen, T. (2021) 'Improved general slice method of limit equilibrium for slope stability analysis', Acta Geotechnica Slovenica, 18(1), 55-64. doi.org/10.18690/actageotechslov.18.1.55-64.2021.

Yang, Y., Wang, Q., Ma, J. and Huang, F. (2019) 'Parametric analysis of slope stability improved with soil-cement using numerical method', Journal of Applied Science and Engineering, 22(3), 449-458. doi.org/10.6180/jase.201909_22(3) 0006.

Zainy, H. Z, Almawash, A. D., Al-Raheem, S. K., Al-Ansari, L. S., AL-Edhari, M. K. (2025) 'Theoretical and experimental investigation of critical buckling load of combined columns', Kufa Journal of Engineering, 16(1), 344-360. doi.org/10.30572/2018/KJE/160120.

Zhang, J., Gurung, D. R., Liu, R. K., Murthy, M. S. R. and Su, F. H. (2015) 'Abe Barek landslide and landslide susceptibility 657 assessment in Badakhshan Province, Afghanistan', Landslides, 12(3), 597-609. doi.org/10.1007/s10346-015-0558-5.

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Published

2026-08-01

How to Cite

Djabri, Mohamed, et al. “SLOPE STABILITY ANALYSIS USING LIMIT EQUILIBRIUM AND FINITE ELEMENT METHODS: A CASE STUDY OF THE KHERRATA LANDSLIDE, ALGERIA”. Kufa Journal of Engineering, vol. 17, no. 3, Aug. 2026, pp. 101-13, https://doi.org/10.30572/2018/KJE/170307.

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