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When stress is removed from a consolidated soil, the soil will rebound, drawing water back into the pores and regaining some of the volume it had lost in the consolidation process. If the stress is reapplied, the soil will re-consolidate again along a recompression curve, defined by the recompression index. Soil that has been consolidated to a large pressure and has been subsequently unloaded is considered to be overconsolidated. A soil which is currently experiencing the maximum past vertical effective stress is said to be normally consolidated.

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Q: What is difference between normally consolidated sand and over consolidated sand?
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Related questions

What is over-consolidation?

Think of a clay body like a sponge. When the sponge is wet it swells up and when a pressure is applied to the sponge, water is forced out and the sponge shrinks. Consolidation is the term used to describe this phenomenon in clays. Normaly, the pressure applied to clays is due to the overburden pressure, or weight of the overlying clays bearing down on the strata. Therefore a normally consolidated clay is one that becomes more dense - that is more consolidated and tightly packed - as you go deeper into the strata. Over consolidated clays occur when at some stage during the history of the deposit, other earth pressures have been applied resulting in more water being squeezed out than would normally be expected. This causes the clay to become more densely packed in and as such is over consolidated. Over time, more clay is deposited over this layer resulting in normally consolidated clay over a denser layer of over consolidated clay... pheeeew, this is the best I can explain it with out making you sick with an intense geotechnical filibuster. Rohan


What is normally consolidated clay?

A type of clay which is subject to the same stress as in the past. Explanation: When clay particles are deposited by deposition agents like river,sea and others, layer after layers are deposited with time which induces stresses in the claylayer below, if the deposited layers are not eroded the stress will remain same without any change and hence will be called normally consolidated clay as oppose to Over consolidated clay in which erosion of the top layers has taken place which resulted in the stress relaxation or reduction. A type of clay which is subject to the same stress as in the past. Explanation: When clay particles are deposited by deposition agents like river,sea and others, layer after layers are deposited with time which induces stresses in the claylayer below, if the deposited layers are not eroded the stress will remain same without any change and hence will be called normally consolidated clay as oppose to Over consolidated clay in which erosion of the top layers has taken place which resulted in the stress relaxation or reduction. A type of clay which is subject to the same stress as in the past. Explanation: When clay particles are deposited by deposition agents like river,sea and others, layer after layers are deposited with time which induces stresses in the claylayer below, if the deposited layers are not eroded the stress will remain same without any change and hence will be called normally consolidated clay as oppose to Over consolidated clay in which erosion of the top layers has taken place which resulted in the stress relaxation or reduction.


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