Teaching HPSC Lecturer (Technical) Mock Test 2024 Soil Mechanics and Foundation Engineering Consolidation
A fully saturated clay specimen is placed in a consolidometer and subjected to loading of 200 kN/m2. After a period of time, it was found that the average pore pressure in the specimen was 70 kN/m2. The percentage of consolidation reached by then was:
1
70
2
65
3
35
4
29
5
Question Not Attempted