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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.
Whether consolidating your debt is a good idea depends on both your personal financial situation and on the type of debt consolidation being considered. Consolidating debt with a loan could reduce your monthly payments and provide near term relief, but a lengthier term could mean paying more in total interest.
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.
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.
Primary Consolidation. It is defined as the process in which the soil volume decreases. It is also defined as the decrease in water content of saturated soil that happens without the replacement of water by air. Primary consolidation treats the consolidation to take place only in one dimension.
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.
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