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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.
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.
Secondary Consolidation. The secondary consolidation happens after the primary compression, even after the excess hydrostatic stress has dissipated. Some of the settlement happens in the soil after primary consolidation and that is termed as secondary compression and it is usually time dependent.
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.
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.
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 centre of the sub- layer.
1:14 51:58 Suggested clip Mod-01 Lec-11 Shallow Foundation - Settlement Calculation - I ...YouTubeStart of suggested clipEnd of suggested clip Mod-01 Lec-11 Shallow Foundation - Settlement Calculation - I ...
Settlement is the downward movement of the ground caused by a load consolidating the soil below it or causing displacement of the soil. Settlement often refers to the downward movement of the ground around an excavated space, such as that for tunnels, shafts, or basements.
The settlement can be almost instantaneous or can take years or decades to occur, depending on the underlying soil conditions and cause of the movement. Settlement is most likely to occur when increased vertical stresses are applied to the ground on or above soft or loose soil strata.
Components of Total Settlement The total settlement of a loaded soil has three components: Elastic settlement, primary consolidation, and secondary compression. Elastic settlement is on account of change in shape at constant volume, i.e. due to vertical compression and lateral expansion.
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