CE Board HGE Problem 28 (Hydraulics and Geotechnical Engineering) - CE Nov 2023

in a Tri-axial test of cohesionless soil, the soil cylinder was subjected to a liquid pressure of 16 kPa inside the chamber. It was observed that failure of the sample in shear occurred when the axial compressive stress reached 40 kPa. The angle of internal friction in degrees is nearest to
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CE Board HGE Problem 29 (Hydraulics and Geotechnical Engineering) - CE Nov 2023
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