An unconfined cylindrical specimen of clay fails under an axial stress of 240 kN/m2. The failure plane was inclined at an angle of 35° to the vertical. The cohesion of the soil is. _kN/m².
An unconfined cylindrical specimen of clay fails under an axial stress of 240 kN/m2. The failure plane was inclined at an angle of 35° to the vertical. The cohesion of the soil is. _kN/m².
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.25CTP
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![An unconfined cylindrical specimen of clay fails under an axial stress of 240 kN/m2. The failure
plane was inclined at an angle of 35° to the vertical. The cohesion of the soil is
_kN/m².](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb4a2a485-0285-472e-8bbf-4840d2df0be2%2Fad0b839b-8a53-405f-bb16-7601f5949898%2F8uop2f_processed.jpeg&w=3840&q=75)
Transcribed Image Text:An unconfined cylindrical specimen of clay fails under an axial stress of 240 kN/m2. The failure
plane was inclined at an angle of 35° to the vertical. The cohesion of the soil is
_kN/m².
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