engineering recuitment JSSC JE Mock Test 2023 Soil Mechanics and Foundation Engineering Consolidation
The natural void ratio of a saturated clay strata, 3 m thick is 0.90. The final void ratio of the clay at the end of the consolidation is expected to be 0.71. The total consolidation settlement of the clay strata is
1
30 cm
2
25 cm
3
20 cm
4
15 cm