A slope 15 m high and B52 as shown in the figure below, is to be made in a soil whose unit weight angle of friction and cohesion are 16,8 kN/m², 22 and 38.0 kN/m² respectively. Determine the factor of safety of the slope assuming at least three-trial failure line and hence find the factor of safety. Make assumption where necessary. Based on the three FS computed, what factor of safety you recommended. 15 ft A D 520 Ja W . Where, h-(D/sinß) sin(B-a) C Y-16.8 kN/m2 _-22° c=38.0 kN/m²

Structural Analysis
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Author:KASSIMALI, Aslam.
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A slope 15 m high and B52 as shown in the figure below, is to be made in a soil whose unit
weight angle of friction and cohesion are 16,8 kN/m², 22 and 38.0 kN/m² respectively.
Determine the factor of safety of the slope assuming at least three-trial failure line and hence
find the factor of safety. Make assumption where necessary.
Based on the three FS computed, what factor of safety you recommended.
15 ft
A
D
520
Ja
W
Where, h-(D/sinß) sin(B-a)
C
Y-16.8 kN/m
6-22°
c=38.0 kN/m²
Transcribed Image Text:A slope 15 m high and B52 as shown in the figure below, is to be made in a soil whose unit weight angle of friction and cohesion are 16,8 kN/m², 22 and 38.0 kN/m² respectively. Determine the factor of safety of the slope assuming at least three-trial failure line and hence find the factor of safety. Make assumption where necessary. Based on the three FS computed, what factor of safety you recommended. 15 ft A D 520 Ja W Where, h-(D/sinß) sin(B-a) C Y-16.8 kN/m 6-22° c=38.0 kN/m²
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