railway RRB JE (CBT I + CBT II) Mock Test 2024 Soil Mechanics and Foundation Engineering Consolidation
Secondary compression or consolidation is
1
When the excess pore pressure due to consolidation has been dissipated, the change in void ratio continue, but generally at a reduced rate
2
When the excess pore pressure due to consolidation has been dissipated, the change in void ratio continue, but generally at a increase rate
3
When the excess pore pressure due to consolidation has been dissipated, the change in void ratio is constant
4
None of these