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16.8 Use Janbu's method to determine the factor of safety of the slope shown in Figure P16.8. Assume the soil above the groundwater level is saturated. Medium clay 3 m Su = 40 kPa 3 m O' = 25°. 57.5° Ysat = 18 kN/m3 S = 28 kPa $ = 20° 4 m Medium clay 5 m 55° Ysat = 18.5 kN/m³ 10 %3D 45 Firm base 14 m Stiff clay Su = 85 kPa P = 24° FIGURE P16.8

16.8 Use Janbu's method to determine the factor of safety of the slope shown in Figure P16.8. Assume the soil above the groundwater level is saturated. Medium clay 3 m Su = 40 kPa 3 m O' = 25°. 57.5° Ysat = 18 kN/m3 S = 28 kPa $ = 20° 4 m Medium clay 5 m 55° Ysat = 18.5 kN/m³ 10 %3D 45 Firm base 14 m Stiff clay Su = 85 kPa P = 24° FIGURE P16.8

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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16.8 Use Janbu's method to determine the factor of safety of the slope shown in Figure P16.8. Assume the soil above the groundwater level is saturated. Medium clay 3 m ES = 40 kPa %3D o'o = 25°: Ysat = 18 kN/m³ = 28 kPa 3 m 57.5° Su O = 20° 18.5 kN/m 4 m ŠMedium clay 5 m 55° Ysat %3D 10 45° Firm base 14 m Stiff clay Sy = 85 kPa Os = 24° FIGURE P16.8
Transcribed Image Text:16.8 Use Janbu's method to determine the factor of safety of the slope shown in Figure P16.8. Assume the soil above the groundwater level is saturated. Medium clay 3 m ES = 40 kPa %3D o'o = 25°: Ysat = 18 kN/m³ = 28 kPa 3 m 57.5° Su O = 20° 18.5 kN/m 4 m ŠMedium clay 5 m 55° Ysat %3D 10 45° Firm base 14 m Stiff clay Sy = 85 kPa Os = 24° FIGURE P16.8
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