engineering recuitment MP Vyapam Sub Engineer Mock Test 2024 Soil Mechanics and Foundation Engineering Shear Strength
An initial cross-sectional area of a clay sample was 15 cm2. The failure strain was 25% in an unconfined compression test. The corrected area of the sample at failure would be
1
15 cm2
2
20 cm2
3
25 cm2
4
30 cm2