This article aims to analyze the static stability and
pseudostatic slope by using different methods such as: Bishop
method, Junbu, Ordinary, Morgenstern-price and GLE. The two
dimensional modeling of slope stability under various loading as: the
earthquake effect, the water level and road mobile charges. The
results show that the slope is stable in the static case without water,
but in other cases, the slope lost its stability and give unstable. The
calculation of safety factor is to evaluate the stability of the slope
using the limit equilibrium method despite the difference between the
results obtained by these methods that do not rely on the same
assumptions. In the end, the results of this study illuminate well the
influence of the action of water, moving loads and the earthquake on
the stability of the slope.
[1] CTTP (juin 2007). "Étude de confortement du glissement sur R N 90 au
pk 75+700" Rapport géotechnique final.
[2] Meftah, A. 2013. "L’utilisation de la méthode des éléments finis et les
méthodes classiques pour l’analyse statique et pseudo statique de la
stabilité des talus" mémoire de Magister, Université de Saida, Algérie,
2013, 127 p.
[3] Abdelkader, B. (2003). "Glissements de terrains" calcul de stabilité.
OPU, 95p
[4] Fellenius, W. 1936. Calculation of the Stability of Earth Dams.
Proceedings of the Second Congress of Large Dams, Vol. 4, pp. 445-
463.
[5] Janbu, N. 1954. Applications of Composite Slip Surfaces for Stability
Analysis. In Proceedings of the European Conference on the Stability of
Earth Slopes, Stockholm, Vol. 3, pp. 39-43.
[6] Spencer, E. 1967. A Method of Analysis of Embankments assuming
Parallel Interslice Forces. Geotechnique, Vol 17 (1), pp. 11-26.
[7] Morgenstern, N, R. and Price, V, E. 1965. The Analysis of the Stability
of General Slip Surfaces. Geotechnique, Vol.15, pp. 79-93
[8] Sarma, S, K.1973. Stability Analysis of Embankments and Slopes.
Geotechnique, Vol. 23 (3), pp. 423-433.
[9] Adriana, M, B. (2010). "Étude de la stabilité sismique de trois talus",
Thèse de Doctorat, LAVAL, 2010, 205 p.
[10] RPA. 1999 (Version 2003). "Règles Parasismiques Algérienne ", 89 p.
[1] CTTP (juin 2007). "Étude de confortement du glissement sur R N 90 au
pk 75+700" Rapport géotechnique final.
[2] Meftah, A. 2013. "L’utilisation de la méthode des éléments finis et les
méthodes classiques pour l’analyse statique et pseudo statique de la
stabilité des talus" mémoire de Magister, Université de Saida, Algérie,
2013, 127 p.
[3] Abdelkader, B. (2003). "Glissements de terrains" calcul de stabilité.
OPU, 95p
[4] Fellenius, W. 1936. Calculation of the Stability of Earth Dams.
Proceedings of the Second Congress of Large Dams, Vol. 4, pp. 445-
463.
[5] Janbu, N. 1954. Applications of Composite Slip Surfaces for Stability
Analysis. In Proceedings of the European Conference on the Stability of
Earth Slopes, Stockholm, Vol. 3, pp. 39-43.
[6] Spencer, E. 1967. A Method of Analysis of Embankments assuming
Parallel Interslice Forces. Geotechnique, Vol 17 (1), pp. 11-26.
[7] Morgenstern, N, R. and Price, V, E. 1965. The Analysis of the Stability
of General Slip Surfaces. Geotechnique, Vol.15, pp. 79-93
[8] Sarma, S, K.1973. Stability Analysis of Embankments and Slopes.
Geotechnique, Vol. 23 (3), pp. 423-433.
[9] Adriana, M, B. (2010). "Étude de la stabilité sismique de trois talus",
Thèse de Doctorat, LAVAL, 2010, 205 p.
[10] RPA. 1999 (Version 2003). "Règles Parasismiques Algérienne ", 89 p.
@article{"International Journal of Architectural, Civil and Construction Sciences:70366", author = "Meftah Ali", title = "Static Analysis and Pseudostatic Slope Stability", abstract = "This article aims to analyze the static stability and
pseudostatic slope by using different methods such as: Bishop
method, Junbu, Ordinary, Morgenstern-price and GLE. The two
dimensional modeling of slope stability under various loading as: the
earthquake effect, the water level and road mobile charges. The
results show that the slope is stable in the static case without water,
but in other cases, the slope lost its stability and give unstable. The
calculation of safety factor is to evaluate the stability of the slope
using the limit equilibrium method despite the difference between the
results obtained by these methods that do not rely on the same
assumptions. In the end, the results of this study illuminate well the
influence of the action of water, moving loads and the earthquake on
the stability of the slope.", keywords = "Slope stability, pseudo static, safety factor, limit
equilibrium.", volume = "9", number = "6", pages = "736-4", }