engineering recuitment UPSSSC JE Civil 2024 Mock Test Soil Mechanics and Foundation Engineering Bearing Capacity Deep Foundation
Select the incorrect statement.
1
Static formulae are suitable for friction piles driven through cohesive soils.
2
Dynamic formulae are most suitable for friction piles driven through cohesive soils.
3
Dynamic formulae are suitable for friction piles drive through cohesionless soils.
4
Dynamic formulae do not take into account the reduced bearing capacity of a pile in a group.