Seismic stability analysis of a pre-cracked natural slope: a case study of Aomar slope in Algeria

References

• Abramson, L.W., et al., 2002. Slope stability and stabilisation methods. 2nd ed. New York: John Willey & Sons.
   Google Scholar
• AFPS. 2003. Le séisme du 21 mai 2003 en Algérie. Rapport de mission de l’Association Française du Génie Parasismique.
   Google Scholar
• Baker, R., 1981. Tensile strength, tension cracks, and stability of slopes. Soils and Foundations, 21 (2), 1–17. doi:10.3208/sandf1972.21.2_1
   Google Scholar
• Chen, W.F., 2008. Limit analysis and soil plasticity. Elsevier.
   Google Scholar
• Chowdhury, R.N., 1991. Tension cracks and slope failure. Slope stability engineering. London: Thomas Telford. doi:10.1680/ssedaa.16606.0005
   Google Scholar
• Chowdhury, R.N. and Zhang, S. 2015. Slope stability engineering developments and application, 5. Tension cracks and slope failure. doi:10.1680/ssedaa.16606.0005.
   Google Scholar
• Coussy, O. and Salençon, J., 1979. Analyse de la stabilité des ouvrages en terre par le calcul à la rupture. In: Annales des Ponts et Chaussées. France: 4e trimestre.
   Google Scholar
• Ding, Y., et al., 2011. Limit analysis on stability of cracked slope induced by earthquake. Advanced Materials Research, 243–249, 2780–2785. Trans Tech Publications, Switzerland. doi:10.4028/www.scientific.net/AMR.243-249.2780
   Google Scholar
• Duncan, J.M., 1996. State of the art: limit equilibrium and finite-element analysis of slopes. Journal for Geotechnical Engineering, 122 (7), 577–596. doi:10.1061/(ASCE)0733-9410(1996)122:7(577)
   Web of Science ®Google Scholar
• Durville, J.L. and Sève, G., 1996. Stabilité des pentes: glissements en terrains meubles. France: Techniques de l’ingénieur C254.
   Google Scholar
• Jibson, R.W., 2011. Methods for assessing the stability of slopes during earthquakes – a retrospective. Engineering Geology, 122 (1–2), 43–50. doi:10.1016/j.enggeo.2010.09.017
   Web of Science ®Google Scholar
• Khemissa, M., et al. 2006. Méthodes d’analyse de la stabilité et techniques de stabilisation des pentes. In: Kastner, ed. Actes des Journées Nationales de Géotechnique et de Géologie de l’Ingénieur, Lyon, France. Volume 3, 9–16.
   Google Scholar
• Khemissa, M., 2016. Validity criteria of oedometric and triaxial tests results. Geotechnical and Geological Engineering Journal, 34 (4), 1171–1180. doi:10.1007/s10706-016-0036-4
   Web of Science ®Google Scholar
• Li, Y. and Yang, X., 2015. Stability analysis of crack slope considering nonlinearity and water pressure. KSCE Journal of Civil Engineering, 20 (6), 2289–2296. doi:10.1007/s12205-015-0197-3
   Web of Science ®Google Scholar
• Meghraoui, M. 1988. Géologie des zones sismiques du nord de l’Algérie: paléosismologie, tectonique active et synthèse sismotectoniques. Doctoral thesis. University Paris XI.
   Google Scholar
• Michalowski, R.L. 2005. Limit analysis in geotechnical engineering. State-of-the-art report on selected topics by TC-34: Prediction and simulation methods in geomechanics, Technical Committie 34 of ISSMGE.
   Google Scholar
• Michalowski, R.L., 2013. Stability assessment of slopes with cracks using limit analysis. Canadian Geotechnical Journal, 50 (10), 1011–1021. doi:10.1139/cgj-2012-0448
   Web of Science ®Google Scholar
• OptumG2, 2018. Optum computational engineering. Geotechnical analysis software, Academic version 2018.07.28. K. Krabbenhoft, ed. Conpenhagen, Denmark. Available from: www.optumce.com.
   Google Scholar
• Plaxis, 2002. Finite element code for soil and rock analyses. Version 8.2, Balkema/Rotterdam/Brookfield.
   Google Scholar
• Raulin, P., Rouquès, G., and Toubol, A. 1974. Calcul de la stabilité des pentes en rupture non-circulaire, Rapport de recherche des LPC 36.
   Google Scholar
• RPA 99, 2003. Règles parasismiques algériennes. Version 2003. Alger, Algérie: Editions de l’Office des Publications Universitaires.
   Google Scholar
• Salençon, J., 1983. Calcul à la rupture et analyse limite. France: Presses de l’ENPC.
   Google Scholar
• Salençon, J., 2013. Yield design. New York: ISTE Ltd and John Wiley & Sons.
   Google Scholar
• Spencer, E., 1967. A method of analysis of the stability of embankments assuming parallel inter-slice forces. Géotechnique, 17, 11–26. doi:10.1680/geot.1967.17.1.11
   Web of Science ®Google Scholar
• Talren 4, 2005. Manuel d’utilisation de Talren 4. Notice technique. Version 2.0.3. Terrasol, France.
   Google Scholar
• Utili, S., 2013. Investigation by limit analysis on the stability of slopes with cracks. Géotechnique, 63, 140–154. doi:10.1680/geot.11.P.068
   Web of Science ®Google Scholar
• Utili, S. and Abd, A.H., 2016. On the stability of fissured slopes subject to seismic action. International Journal for Numerical and Analytical Methods in Geomechanics, 40, 785–806. doi:10.1002/nag.2498
   Web of Science ®Google Scholar
• Wang, Z.F., Li, J.H., and Zhang, L.M., 2012. Influence of cracks on the stability of a cracked slope. In: S. Jotisankasa, Soralump, and Mairaing, eds. 5th Asia-Pacific conference on unsaturated soils: theory and practice 2011. Thailand: Kasetsart University, 594–600.
   Google Scholar
• Yelles Chaouche, A., 1993. Sismicité en Algérie et tectonique des plaques. Algérie Equipement, 7. Available from: http://www.entp.edu.dz/revue/files/article/07/article%204.pdf.
   Google Scholar
• Yu, H.S., et al., 1998. Limit analysis versus limit equilibrium for slope stability. Journal of Geotechnical and Geoenvironmental Engineering, 124 (1), 1–11. doi:10.1061/(ASCE)1090-0241(1998)124:1(1)
   Web of Science ®Google Scholar
• Zhang, Y., 2018. Chapter 2: review of studies on earthquake-induced landslides. “Earthquake-induced landslides.” Springer Natural Hazards. doi:10.1007/978-981-10-2935-6_2
   Google Scholar
• Zhao, L.H., et al., 2016. Stability analysis of seismic slopes with cracks. Computers and Geotechnics, 77, 77–90. doi:10.1016/j.compgeo.2016.04.007
   Web of Science ®Google Scholar