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0:54 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.
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.
The total settlement of a loaded soil has three components: Elastic settlement, primary consolidation, and secondary compression.
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.
The construction methods to reduce the post-construction settlement as follows. One is subgrade treatment method, such as controlling the type of the filler and the depth of each layer, etc. Another is foundation treatment method. This method is commonly used on the treatment of foundation.
Plant vegetation on sloped areas to keep soil from eroding and settling at the bottom of the slope. The roots of the vegetation as well as the vegetation itself holds the dirt in place. Install drainage ditches or drain pipes to prevent soil settlement in areas.
Settlement in a structure refers to the distortion or disruption of parts of a building due to. Unequal compression of its foundations. Shrinkage, such as that which occurs in timber-framed buildings as the frame adjusts its moisture content. Or. undue loads being applied to the building after its initial construction.
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