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1:14 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
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.
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.
Over consolidated Soil: A soil that has experienced a vertical effective stress that was. Greater than its present vertical effective stress is called an over consolidated (OC) soil.
Settlement analysis. Soils consolidate under the application of loads from buildings. All foundations settle as the soil around and beneath the foundation adjust to the loading. Buildings with light loads or built on rock may experience negligible settlement.
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.
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. Existing soil conditions.
The total settlement of a loaded soil has three components: Elastic settlement, primary consolidation, and secondary compression.
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