engineering recuitment GATE CE 2023-24 Test Series Soil Mechanics and Foundation Engineering Shear Strength
A sample of dry sand was subjected to tri - axial test with a confining pressure of 250 kN/m2. The angle of internal friction is found to be 36°. The sample is likely to fail at a deviator stress of ________ kN/m2.
Enter numerical value using the virtual keypad. Round off where necessary.