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.
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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