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  nituUpdated on 10/6/2014  
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foundatio

my builder made footing of size 1.8x1.8m and excavation was done upto 1.9m.col size is .3x.3m.the plot was slusshy and was filled upto 1m during 2010.during excavation the earth found was soft clay and it was rainy season.10mm rod is given bothways in isolated footing and 8nos 16mm rod in column.plinth beam has been provided in ground level with 6nos 16mm rod.i want to make g+2 with 2nos slab and .
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foundation

what type of foundation is required for g+2 house with 180 sqm area on soft clay soil in sesmic zone.
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