Consolidation Settlement

Consolidation settlement is a time dependent settlement that occurs in clay soils, due to applied loads  from above. As we wrote before, settlement of soils in general has three stages: The immediate settlement as the load is applied, which is elastic settlement, the gradual, slow consolidation settlement while water is escaping through soil pores, and […]

Elastic Settlement

After finding stresses in soil, we can calculate settlement amount. Settlement of soils in general has three stages: The immediate settlement as the load is applied, which is elastic settlement, (for all soils) the gradual, slow consolidation settlement while water is escaping through soil pores, (for cohesive soils only) and the secondary compression due to […]

Stress Increase in Soils

Stress Increase in Soils

We have looked at bearing capacity of the soil in the previous section but checking only that is not enough. We must also make sure that, even if the soil can bear the pressure, it will not settle too much.  Before calculating settlement amount in soil however, we must first know the stresses in soil. […]