A trench was cut in a clay slope as shown in the figure. When the trench reached a depth of 3 m, the top portion of the clay suddenly failed. On investigating, the failure was observed to be a slip plane approximately parallel to the original slope. Clay Y- 17.5 kN/m' 3 m 36° The undrained shear strength (in kPa) of the clay will be.
A trench was cut in a clay slope as shown in the figure. When the trench reached a depth of 3 m, the top portion of the clay suddenly failed. On investigating, the failure was observed to be a slip plane approximately parallel to the original slope. Clay Y- 17.5 kN/m' 3 m 36° The undrained shear strength (in kPa) of the clay will be.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter17: Subsoil Exploration
Section: Chapter Questions
Problem 17.11P
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![A trench was cut in a clay slope as shown in the figure. When the trench reached a depth of 3 m, the top portion of the clay suddenly failed. On investigating, the failure
was observed to be a slip plane approximately parallel to the original slope.
Clay
Y = 17.5 kN/m²
3m
36°
The undrained shear strength (in kPa) of the clay will be.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff6e78418-4a07-45f0-a197-f0fbfb9e9fc2%2Fd80408a0-dd36-49de-ad98-d5dbc68250a0%2Fztfp2sh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A trench was cut in a clay slope as shown in the figure. When the trench reached a depth of 3 m, the top portion of the clay suddenly failed. On investigating, the failure
was observed to be a slip plane approximately parallel to the original slope.
Clay
Y = 17.5 kN/m²
3m
36°
The undrained shear strength (in kPa) of the clay will be.
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