Monday, October 14, 2013

Consolidation - Soil Engineering

Consolidation is a impact by which grunges decrease in volume consolidation is any process which involves decrease in water content of a saturated soil with await replenishment of water by air. In general it is the process in which reduction in volume takes place by elimination of water under long term atmospheric static loads. It occurs when distort is applied to a soil that causes the soil particles to film together more tightly, therefore reducing its bulk volume. When this occurs in a soil that is saturated with water, water will be squeezed out of the soil. The magnitude of consolidation can be predicted by umteen different methods one of this judge one of them . This quiz is performed to mould the magnitude and rate of volume decrease that a laterally confined soil specimen undergoes when subjected to different perpendicular pressures. essay are carried out on specimens prepared from undisturbed samples this test is utilise for the determination characteristic s of soils of low permeability, the consolidation cut back (pressure-void balance relationship) can be plotted.
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This data is useful in find the compression index, the recompression index and the pre-consolidation pressure (or maximum foregone pressure) of the soil. In addition, the data obtained can also be used to repair the coefficient of consolidation and the coefficient of secondary compression of the soil, knowledge of the soils loading history. When melodic phrase is removed from a consolidated soil, the soil will rebound, recover some of the volume it had lost in the consolidation process. If the sieve is reapplied, the soil will consolidate once again along a recomp! ression curve.If you want to get a replete(p) essay, order it on our website: BestEssayCheap.com

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