In a triaxial shear test of cohesionless soil, the soil cylinder was subjected to a liquid pressure of 16kPa inside the chamber. It was observed that failure of the sample in shear occurred when the axial compressive stress reached 40kPa. What is the nearest value of the internal angle friction in degrees of the soil sample? A. 25.4 B. 26.8 C. 29.1 D. 27.4

In a triaxial shear test of cohesionless soil, the soil cylinder was subjected to a liquid pressure of 16kPa inside the chamber. It was observed that failure of the sample in shear occurred when the axial compressive stress reached 40kPa. What is the nearest value of the internal angle friction in degrees of the soil sample? A. 25.4 B. 26.8 C. 29.1 D. 27.4

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter3: Natural Soil Deposits And Subsoil Exploration

Section: Chapter Questions

Problem 3.29P

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