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Consolidation is gradual reduction in volume, on load application, of a fully saturated clay due. To drainage of pore water. Consolidation continues until all the excess pore. Pressure generated by the increase in total stress.
Coefficient of Consolidation is defined as the parameter used to measure the rate at which the saturated clay or soil undergoes compaction or consolidation, when they subjected to an increase in the pressure.
CV is the coefficient of consolidation and is a measure of the rate at which the consolidation process proceeds. In many consolidation problems in which the total stress remains constant throughout.
The coefficient of consolidation is the parameter used to describe the rate at which saturated clay or other soil undergoes consolidation, or compaction, when subjected to an increase in pressure. It is measure in square centimeters per second or square inches per minute.
The primary consolidation settlement can be calculated from the coefficient of volume compressibility MV, which can further lead to the Young's modulus E = (1 + v)(1 2v)/[MV(1 v)], with an assumed Poisson's ratio v.
Normally Consolidated and Over consolidated Soils. Normally Consolidated Soil: A soil that has never experienced a vertical effective. Stress that was greater than its present vertical effective stress is called a normally. Consolidated (NC) soil.
Consolidation is the removal of water from the soil. In other words, it is the squeezing out of the water from the soil to make it denser. In the case of coarse-grained soils like sands and gravels, the removal of this pore water is easy since water freely moves from one region to another within these soil types.
There are three consolidation methods, which are used depending on the strength of the Parent company's control or influence (see also Significant influence): Full consolidation, Proportionate consolidation, and the Equity method.
Consolidation plays an important role in stability analysis for the embankment, footings or a column constructed on clayey soils. The settlement behavior of these structures and the pore pressure needs to be investigated for construction on these soils.
It is found by subtracting the stress carried by the water in the continuous void spaces (i.e. pore water pressure, u) from the total stress of the weight of the overlying material (v). Consolidation The reduction of bulk soil volume under loading due to flow of pore water.
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