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All soils subjected to stress undergo strain. This will be taking place within the soil skeleton. This strain is caused by rolling, slipping, sliding and crushing at the particle contact points. The integration of the train (deformation per unit length) along the vertical direction (over the depth of influence) is Settlement. Settlement is not recoverable when the stress is removed. This is because, a permanent reduction in the void ratio has been produced. The effect of settlement depends on factors like, uniformity, type of structure and iQ magnitude. Therefore all foundations shall be checked for total and differential settlements. These settlements have to be within permissible limits as per IS codal provision.
The change in state of strain in soil layers will result in settlement. The construction of foundation structures will increase the stress level at various layers in the soil. The increase in stress will modify the strain field beneath the foundation structure. Hence, the various aspects to evaluate settlement are analysed in this unit. The chapter is concluded by stressing the need for usage of IS codes for settlement evaluation.
Soil Compaction: Soils used in road construction need to be thoroughly rolled and compacted. Compaction of soil is needed for the following reasons. (a) A well compacted s
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State an expression for 'zero air-void line' and illustrate the line for a specific gravity of 2.65. What are the various factors that affect the compaction of soil in the field
TH ADVANTAGES OF FLAMISH BOND
Atomic weight of an atom is equal to? Answer: sum of the number of protons and neutrons.
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