Teaching HPSC Lecturer (Technical) Mock Test 2024 Soil Mechanics and Foundation Engineering Shear Strength
Stress path equation for tri-axial test upon application of deviatoric stress is, q = 25√2 + 0.707 p. The respective values of cohesive, c (in kPa) and angle of internal friction, ϕ are:
1
25, 30°
2
25, 45°
3
50, 30°
4
50, 45°
5
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