Soil consolidation virgin

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Coefficient of consolidation for soil - that elusive quantity. N2 - Although it is accepted that the coefficient of consolidation for soil is not a true material property, but reflects the net effect of permeability and compressibility, it is a very useful parameter in day to day design. Design calculations make extensive use of elastic solutions for consolidation, such as beneath a shallow foundation or around a driven pile, but an important consideration is how to measure or estimate an appropriate coefficient of consolidation to use in those solutions.

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This happens because soil is a two-phase material, comprising soil grains and pore fluid, usually groundwater. When soil saturated with water is subject to an increase in pressure, the high volumetric stiffness of water compared to the soil matrix means that the water initially absorbs all the change in pressure without changing volume, creating excess pore water pressure. As water diffuses away from regions of high pressure due to seepagethe soil matrix gradually takes up the pressure change and shrinks in volume.

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The compression index and recompression index are one of the important compressibility parameters to determine the settlement calculation for fine-grained soil layers. These parameters can be determined by carrying out laboratory oedometer test on undisturbed samples; however, the test is quite time-consuming and expensive. Therefore, many empirical formulas based on regression analysis have been presented to estimate the compressibility parameters using soil index properties.

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This preview shows page 25 - 29 out of 47 pages. Subscribe to view the full document. I cannot even describe how much Course Hero helped me this summer. In the end, I was not only able to survive summer classes, but I was able to thrive thanks to Course Hero.

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The term consolidation describes the process by which a soil mass decreases in volume in response to either natural or man-made loadings. Natural loadings that induce consolidation result from geological processes such as sedimentation. Man-induced consolidation is a result of surface loadings associated with the construction of buildings or soil embankments and of subsurface load changes associated with underground excavations and the extraction of subsurface fluids see Vol.

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First, the — curve is not plotted in the conventional manner but rather is rotated, as shown in Figure 3. Furthermore, it is common practice to plot on a logarithmic scale as shown in Figure 3. Figure 3.

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By way of illustration let us use the test results of Example 9. Note Such close agreement between the two methods for determining the e-p relationship could only happen in a theoretical example. In practice one often finds large discrepancies between the two methods.

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