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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 centre of the sub- layer.
0:57 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
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.
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.
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.
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
Compacting the soil. Draining the soil, in case of cohesive types. Compacting the soil, in case of cohesion less soils. Confining the soil, increasing stiffness. Grouting.
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