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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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