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0:57 51:58 Suggested clip Mod-01 Lec-11 Shallow Foundation — Settlement Calculation — I YouTubeStart of suggested client of suggested clip Mod-01 Lec-11 Shallow Foundation — Settlement Calculation — I
Immediate settlement takes place in a short time (about a week) after application of load and is due to elastic distortion of the soil. As the settlement is experienced in a short time, there will not be enough time for soil mass for change in its water content. Immediate settlement is computed by elastic theory.
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 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.
Secondary compression is the compression of soil that takes place after primary consolidation. In sand, settlement caused by secondary compression is negligible, but in peat, a soil with very high organic content, it is very significant.
0:57 51:58 Suggested clip Mod-01 Lec-11 Shallow Foundation — Settlement Calculation — I YouTubeStart of suggested client of suggested clip Mod-01 Lec-11 Shallow Foundation — Settlement Calculation — I
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.
The soil's ability to support the load of a foundation settlement may be reduced by changes in moisture content within the soil. If soils are saturated, clays and silts may be softened. If soils are dried-out they have a tendency to shrink or contract.
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