SSC SSC JE Civil 2025 Mock Test Series (Paper 1 & Paper 2) Soil Mechanics and Foundation Engineering Consolidation
A sample of dry cohesionless soil was tested in a triaxial machine. If the angle of shearing resistance was 30 degree, and the confining pressure 100 kN/m2, determine the deviator stress (in kN/m2 units) at which the sample failed.
1
250
2
200
3
300
4
100