emine the factor of safely against failure for the slope shown in Figun

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the factor of safety against failure for the slope shown in Figure
3 by the total stress method. Water table is at the base of Soil A as shown
in Figure 3. Ignore the presence of tension cracks. The surcharge load
acting over the ground surface is 20 kPa
55m
8 m
20 kPa
t.
to
d=9.79 m
Soil A
6.75m
YA=19 KN/m
C= 50 EN/m
Area = 65.94 m
da = 2.85 m
WA
3.25 m
Soil B
Ta=18 kN/m
Ca-30 EN/m
Area = 53.74 m
15 m
Transcribed Image Text:Determine the factor of safety against failure for the slope shown in Figure 3 by the total stress method. Water table is at the base of Soil A as shown in Figure 3. Ignore the presence of tension cracks. The surcharge load acting over the ground surface is 20 kPa 55m 8 m 20 kPa t. to d=9.79 m Soil A 6.75m YA=19 KN/m C= 50 EN/m Area = 65.94 m da = 2.85 m WA 3.25 m Soil B Ta=18 kN/m Ca-30 EN/m Area = 53.74 m 15 m
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