Teaching HPSC Lecturer (Technical) Mock Test 2024 Soil Mechanics and Foundation Engineering Bearing Capacity Shallow Foundation
SPT is conducted at 3m below the Ground level and SPT number observed for first 150 mm penetration is observed as 8 while the SPT number observed for last 300 mm penetration is 31. If the effective overburden pressure at the test level is 300 kN/m2 and water table is present at 2.5m below the Ground level, then the final corrected SPT number will be
1
29
2
39
3
23
4
31
5
Question Not Attempted