Back to Article

Integrated GIS and geotechnical assessment of the stability of the Oued Ayda dike (Kesra Siliana, Tunisia)

World Journal of Geomatics and Geosciences | Vol 5, Issue 1

Figure 15

Empty phase stability analysis: sliding surface and safety factor (Downstream Slope)
Figure 15. Empty phase stability analysis: sliding surface and safety factor (Downstream Slope)
← Previous Figure