Q.8 A cut is to be made in a soil for a canal having side slopes of 1: 1 to a depth of 8 m below the ground surface. The soil has 2 cohesion of 15 kN/m², q' = 10°, void ratio of 0.86 and specific gravity of 2.67. If the Taylor's stability number is 0.17 and canal flows full then the factor of safety is
Q.8 A cut is to be made in a soil for a canal having side slopes of 1: 1 to a depth of 8 m below the ground surface. The soil has 2 cohesion of 15 kN/m², q' = 10°, void ratio of 0.86 and specific gravity of 2.67. If the Taylor's stability number is 0.17 and canal flows full then the factor of safety is
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.10P
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![Q.8
A cut is to be made in a soil for a canal
having side slopes of 1: 1 to a depth of 8
m below the ground surface. The soil has
2
cohesion of 15 kN/m², q' = 10°, void ratio
of 0.86 and specific gravity of 2.67. If the
Taylor's stability number is 0.17 and canal
flows full then the factor of safety is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F56f78b55-d055-4e9a-9cd0-2f33123b51fc%2Fc60d8b05-4daa-4c8e-a16c-ad12196c5591%2Fpzqcaxv_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q.8
A cut is to be made in a soil for a canal
having side slopes of 1: 1 to a depth of 8
m below the ground surface. The soil has
2
cohesion of 15 kN/m², q' = 10°, void ratio
of 0.86 and specific gravity of 2.67. If the
Taylor's stability number is 0.17 and canal
flows full then the factor of safety is
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