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Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter13: Slope Stability
Section: Chapter Questions
Problem 13.25P
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Question
Kindly solve as fast as possible.
![Determine the factor of safety for the following slope excavated into high plasticity clay using
Taylor's chart.
1.5
Clay (CH)
9.0m
1.0
C₁,45 kPa Y=20 kN/m²
2.0m
Bedrock](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9d1dace5-b785-43ec-aac9-bb4f980524a6%2Ffb12372f-b12d-44ac-8886-0334f7458698%2Foa2bcy_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the factor of safety for the following slope excavated into high plasticity clay using
Taylor's chart.
1.5
Clay (CH)
9.0m
1.0
C₁,45 kPa Y=20 kN/m²
2.0m
Bedrock
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