A 10 m high slope of dry clay sol (unil weight = 20 N/m) with a slope angle of 45 and the circular slip surface, is shown in the figure (not drawn to the scale). The weight of the slip wedge is denoted by W. The undrained unit cohesion (C is 60 kPa. 10m Unit weight= 20 kN m 10m C = 60 kPa 448m, 45% The facter of safey of the slope against slip failure. IS

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A 10 m high slope of dry clay soil (unil weighi
20 N/m) with a slope angle of 45 and the
circular slip surlace, is shown in the figure (not
drawn to the scale). The weight of the slip wedge
is denoted by W. The undrained unit cohesion
(C is 60 kPa.
39.
10m
Unit weight = 20 kN m
10m
C - 60 kPa
448m,
451
The facter of safety of the slope against slip failure.
IS
Transcribed Image Text:A 10 m high slope of dry clay soil (unil weighi 20 N/m) with a slope angle of 45 and the circular slip surlace, is shown in the figure (not drawn to the scale). The weight of the slip wedge is denoted by W. The undrained unit cohesion (C is 60 kPa. 39. 10m Unit weight = 20 kN m 10m C - 60 kPa 448m, 451 The facter of safety of the slope against slip failure. IS
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