THE PEANIA U.W.D.S. CASE STUDY IN ATHENS – GREECE (3/3)
{"Image DocumentName": "THE PEANIA U.W.D.S. CASE STUDY IN ATHENS \u2013 GREECE (3/3)", "Image ImageDescription": "Table. Summary of the results of the slope stability analysis of the investigated high slopes of the \u00abPeania U.W.D.S.\u00bb Case Study in Athens \u2013 Greece. No. Analysis Case - Stratigraphy. Stability State / Shear Strength Parameters used. Groundwater Level Conditions. Seismic Actions / Loadings. Slope Stability Analysis Method. Factor of Safety (F.o.S.) Is Factor of Safety adequate for Permanent Construction ??? Is Factor of Safety adequate for Temporary Construction ??? 11. First. Case of local failure at surface, passing only through the upper weaker layer of the Waste and Artificial Excavation Material. Long-Term State / Drained conditions using effective shear strength parameters (c -\u03c6 ). Extreme - most favorable case of full groundwater drainage of the slopes. NO. JANBU. 1,09. F.S. >1.4. is Required. F.S. > (As above) YES. 0,93. F.S. > Extreme - most unfavourable case of full water saturation of the high slopes. 0, ,47. No. Analysis Case \u2013 Stratigraphy. Stability State / Shear Strength Parameters used. Groundwater Level Conditions. Seismic Actions / Loadings. Slope Stability Analysis Method. Factor of Safety (F.o.S.) Is Factor of Safety adequate for Permanent Construction ??? Is Factor of Safety adequate for Temporary Construction ??? 55. Second. Case of total failure with deep rotational sliding failure plane, Shear strength parameters of jointed rock mass (according to Bieniawski) Extreme - most favorable case of full groundwater drainage of the slopes. NO. JANBU YES. F.S. >1.4. is Required. F.S. > (As above) F.S. > Extreme - most unfavourable case of full water saturation of the high slopes", "Image XResolution": "37", "Image YResolution": "37", "Image ResolutionUnit": "Pixels/Centimeter", "Image Software": "SlidePlayer", "Image YCbCrPositioning": "Centered"}