A 10 m high sope of dry clay sol (unil weighi = 20 N/m) with a slope angle of 45 and the circular slip suriace, is shown in the figure (not drawn to the scale). The weight of the slp wedge is denoted by W. The undrained unt cohosion (C) is 60 APa. 10m Unit weight= 20 kN m 10m C - 60 kPa 448m 45% The factor of safety of the slope againsl slip failure. IS

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A 10 m high sope of dry clay sol (unil weight =
20 N/m) with a slope angle of 45 and the
circular slip suriace, is shown in the figure (not
drawn to the scale). The weight of the slp wedge
is denoted by W. The undrained unt cohosion
(C) is 60 kPa.
10m
Unit weight= 20 kN m
C = 60 kPa
10m
448m,
45%
The facter of safety of the slooe against sip failure.
IS
Transcribed Image Text:A 10 m high sope of dry clay sol (unil weight = 20 N/m) with a slope angle of 45 and the circular slip suriace, is shown in the figure (not drawn to the scale). The weight of the slp wedge is denoted by W. The undrained unt cohosion (C) is 60 kPa. 10m Unit weight= 20 kN m C = 60 kPa 10m 448m, 45% The facter of safety of the slooe against sip failure. IS
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