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Preliminary settlement analysis for a building indicated a settlement of 50 mm in 4 years and an ultimate settlement of 250 mm. The average pressure increment in the clay stratum was 30 kN/m2.
If the following variations occurred in the assumptions, verify the revised value of ultimate settlement and the settlements at the end of the loading period and that at 3 years after the completion of the building.
(i) The loading period was 2 years, which was not considered in the preliminary analysis.
(ii) Borings shown 25% more thickness for the clay layer than originally assumed.
(iii) The water table got lowered permanently during construction by 1.5 metres.
Q. Settlement due to Lowering of Water Table? Water table is encountered with, whenever any excavations are made for foundations. The water is to be out for working conditions.
Aplease provide tables for each design mix and also the, high early strengh.l thanks
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