DH -nH Fig. 3
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter17: Engineering Materials
Section: Chapter Questions
Problem 6P
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Question
![H.
DH
EnH-
Fig. 3](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe30e87bb-2e2b-4371-abc8-d9c31575078c%2Fddf210ce-433b-49b7-bdcf-db9a029e92ef%2Faqkq1iw_processed.jpeg&w=3840&q=75)
Transcribed Image Text:H.
DH
EnH-
Fig. 3
![Q.3. A cut slope was excavated in a saturated clay with a slope angle B = 57 °with the
horizontal. Slope failure occurred when the cut reached a depth of 8 m. Previous soil
explorations showed that a rock layer was located at a depth of 2 m below the ground
surface. Assuming an undrained condition and that ysat = 21 kN/m3:
a. Determine the undrained cohesion of the clay (Fig 3).
b. What was the nature of the critical circle?
c. With reference to the top of the slope, at what distance did the surface of the sliding
intersect the bottom of the excavation?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe30e87bb-2e2b-4371-abc8-d9c31575078c%2Fddf210ce-433b-49b7-bdcf-db9a029e92ef%2Fswpia0h_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q.3. A cut slope was excavated in a saturated clay with a slope angle B = 57 °with the
horizontal. Slope failure occurred when the cut reached a depth of 8 m. Previous soil
explorations showed that a rock layer was located at a depth of 2 m below the ground
surface. Assuming an undrained condition and that ysat = 21 kN/m3:
a. Determine the undrained cohesion of the clay (Fig 3).
b. What was the nature of the critical circle?
c. With reference to the top of the slope, at what distance did the surface of the sliding
intersect the bottom of the excavation?
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