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

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter12: Shear Strength Of Soil

Section: Chapter Questions

Problem 12.18P

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