A cross section of a canal is shown in Figure. Determine the factor of safety for (a) the existing condition (b) a rapid drawdown of the water level in the canal. Use Bishop's method. The center of rotation of the sliding mass is at coordinates x= 113 m and y = 133 m. The rock surface is tangent to the slip plane. Assume the soil above the groundwater level is saturated. The properties of the soil is provided in the image along with the cross section of the canal.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A cross section of a canal is shown in Figure.
Determine the factor of safety for
(a) the existing condition
(b) a rapid drawdown of the water
level in the canal.
Use Bishop's method. The center of rotation of
the sliding mass is at coordinates x= 113 m
and y = 133 m. The rock surface is tangent to
the slip plane. Assume the soil above the
groundwater level is saturated. The properties
of the soil is provided in the image along with
the cross section of the canal.
Transcribed Image Text:A cross section of a canal is shown in Figure. Determine the factor of safety for (a) the existing condition (b) a rapid drawdown of the water level in the canal. Use Bishop's method. The center of rotation of the sliding mass is at coordinates x= 113 m and y = 133 m. The rock surface is tangent to the slip plane. Assume the soil above the groundwater level is saturated. The properties of the soil is provided in the image along with the cross section of the canal.
35 m
→(135, 115) ,
4.5 m
4.5 m
Soil A
6 m
Soil B
(100, 100)
Rock
Soil
Description
Ysar (kN/m³)
S, (kPa)
(degrees)
Clay
Clay
A
17.8
34
30
18.0
21
28
Transcribed Image Text:35 m →(135, 115) , 4.5 m 4.5 m Soil A 6 m Soil B (100, 100) Rock Soil Description Ysar (kN/m³) S, (kPa) (degrees) Clay Clay A 17.8 34 30 18.0 21 28
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