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Primary Consolidation. It is defined as the process in which the soil volume decreases. ... Here, e 0 is the initial void ratio, c is the consolidation settlement, are the final and initial vertical stress and H is the compressible soil height.
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.
To distinguish between the two mechanisms, “primary consolidation” refers to consolidation due to dissipation of excess water pressure, while “secondary consolidation” refers to the creep process.
Secondary Consolidation. The secondary consolidation happens after the primary compression, even after the excess hydrostatic stress has dissipated. Some settlement happens in the soil after primary consolidation and that is termed as secondary compression, and it is usually time dependent.
The settlement of the soil layer is calculated by calculating the settlement of the individual sub-layers and adding them. In doing this it is assumed that the voids ratio and the effective stress are constant throughout the sub-layer and equal to their values at the center of the sub- layer.
Clay and Organic soil are most prone to consolidation settlement. Consolidation is the process of reduction in volume due to expulsion of water under an increased load. It is a time related process occurring in saturated soil by draining water from void.
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.
In geotechnical engineering, settlement is defined as the vertical movement of the ground, generally caused be changes in stresses within the earth. ... Settlement is most likely to occur when increased vertical stresses are applied to the ground on or above soft or loose soil strata.
According to Karl von Terrain “consolidation is any process which involves a decrease in water content of saturated soil without replacement of water by air.” In general, it is the process in which reduction in volume takes place by expulsion of water under long term static loads.
ELASTIC SETTLEMENT OF FOOTINGS In cases where a loaded area such as a footing for a building, is located on a soil deposit, which may be idealized as an elastic solid, the settlement caused by the load may be calculated by means of the elastic displacement equation.
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