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Q. Computation of Settlement?
The settlement in any soil mass under an applied stress is given by
s = si + sc + ss
where,
S = total settlement,
Si = immediate (or elastic) settlement,
Sc = primary consolidation settlement, and
Ss = secondary consideration'settlement.
In granular soils, elastic settlement is the predominant part. In inorganic silts and clays, the primary consolidation settlement probably predominates. The secondary consolidation settlement forms the major part of the total settlement in highly organic soils and peats.
Sketches for English bond, Stretcher bond, Header bond, Flemish bond in first & second layer plan, elevation and 3 dimensional view of brick bond.
A clay layer 5 m thick has double drainage. It was consolidated under a load of 127.5 kN/m2. The load is enhanced to 197.5 kN/m 2 . The coefficient of volume compressibility is 5.7
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