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A laterally confined cylindrical specimen of saturated soil failed under an axial vertical stress of 100 kPa. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively Lütfen birini seçin: O a. 0.5 N/mm2 and 30* O b. 0.2 N/mm2 and 0 O c.0.05 N/mm2 and 45 O d. 0.05 N/mm2 and 0

A laterally confined cylindrical specimen of saturated soil failed under an axial vertical stress of 100 kPa. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively Lütfen birini seçin: O a. 0.5 N/mm2 and 30* O b. 0.2 N/mm2 and 0 O c.0.05 N/mm2 and 45 O d. 0.05 N/mm2 and 0

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A laterally confined cylindrical specimen of saturated soil failed under an axial vertical stress of 100 kPa. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively Lütfen birini seçin: O a. 0.5 N/mm2 and 30* O b. 0.2 N/mm2 and 0" O c.0.05 N/mm2 and 45* O d. 0.05 N/mm2 and 0
Transcribed Image Text:A laterally confined cylindrical specimen of saturated soil failed under an axial vertical stress of 100 kPa. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively Lütfen birini seçin: O a. 0.5 N/mm2 and 30* O b. 0.2 N/mm2 and 0" O c.0.05 N/mm2 and 45* O d. 0.05 N/mm2 and 0
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