Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XLII-2/W1, 151-153, 2016
https://doi.org/10.5194/isprs-archives-XLII-2-W1-151-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.
 
26 Oct 2016
SLOPE STABILITY ANALYSIS USING GIS
Ahmed Bouajaj, Lahcen Bahi, Latifa Ouadif, and Mohamed Awa 3GIE Laboratory, Mohammadia Engineering School, Mohammed V University in Rabat, Morocco
Keywords: Slope Stability, GIS, Hovland Method, Safety factor Abstract. An analysis of slope stability using Geographic Information System (GIS) is presented in this paper. The methodology is based on the calculation of the safety factor in 2D and 3D using ArcGis. Hovland's Method in 3D and 2D were used in the stability analysis of the slope located at the 34 kilometer point (K.P.34) on the highway in the North of Morocco connecting Tangier to Ksar Sghir. Results shows that the safety factors obtained in 3D are always higher than those obtained in 2D and the slope becomes unstable when the water table level is less than 1 m.
Conference paper (PDF, 1097 KB)


Citation: Bouajaj, A., Bahi, L., Ouadif, L., and Awa, M.: SLOPE STABILITY ANALYSIS USING GIS, Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XLII-2/W1, 151-153, https://doi.org/10.5194/isprs-archives-XLII-2-W1-151-2016, 2016.

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