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Consolidation is settlement due to expulsion of pore water in saturated clay whereas settlement may be expulsion of air and rearrangement of soil particles. Consolidation occurs only in clayey soil, but settlement may be in any soil type.
Secondary consolidation is compression that occurs in a soil after the completion of primary consolidation. From: Soil Improvement and Ground Modification Methods, 2015.
Secondary consolidation is compression that occurs in a soil after the completion of primary consolidation.
The secondary compression settlement (creep) can be estimated from the secondary compression index = C/(1 + e0), where C is the coefficient of secondary compression and e0 is the initial void ratio. Hydraulic conductivity parameters: Assessment of rate of consolidation.
Consolidation is defined as the gradual expulsion of pore water and subsequent stress transfer from the pore water to soil grains under sustained loading. Whereas settlement is a result of consolidation. It can be defined as amount that structure will sink inside after construction.
15 One-Dimensional Laboratory Consolidation Test. The main purpose of consolidation test is to obtain soil properties which are used in predicting the rate and amount of consolidation settlement of structures founded on clay.
So, the highest over-consolidation pressure is twice the current pressure. A ratio called over-consolidation ratio(OCR) is used to define the consolidation state of soil with respect to past. OCR=(The Highest stress experienced by soil/Current stress on soil)
In soils mechanics, the over consolidation ratio (OCR) is the relation between the consolidation pressure and the current effective stress of the soil. ... Soil deformation is higher in normally consolidated soil than it is over consolidated soil.
The distance from the normal consolidation line has an important influence on soil behavior. This is described numerically by the over consolidation ratio (OCR), which is defined as the ratio of the consolidation stress to the current effective stress.
Consolidation is the term that refers to slow expulsion of water from the soil mass and decrease in its volume due to some constant applied load. ... A ratio called over-consolidation ratio(OCR) is used to define the consolidation state of soil with respect to past.
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