Affidavit Of Consolidation With Increase In Temperature
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How to fill out Affidavit Of Consolidation With Increase In Temperature?
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FAQ
The degree of consolidation is defined as the ratio of settlement at a particular time to the ultimate settlement, expressed in percentage. Also, the degree of consolidation is the function of the time factor (Tv).
The factors which affect the consolidation are: (e) Magnitude of the consolidating pressure and the manner of its distribution across the thickness of the layer. (a) Thickness of clay layer: If the thickness is more the consolidation of the layer will be more due to self overburden pressure.
The coefficient of consolidation can be measured in a laboratory. The process involves measuring the change in height of a soil sample as it is loaded in increments. The coefficient of consolidation can be determined by plotting the change in height against the logarithm or square root of time.
The average degree of consolidation (U) is calculated using the dissipated excess pore water pressure at some point in time during consolidation as a fraction of the total initial excess pore water pressure. This average degree of consolidation translates directly to percentage settlement (Lovisa et al., 2011) U~s
The ratio, expressed as a percentage, of the amount of consolidation at a given time within a soil mass, to the total amount of consolidation obtainable under a given stress condition.