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Soil pressure enhances with depth due to the overburden or self-weight of the soil and because of loads imposed upon the soil.
For example, the pressure variation below the depth of soil is linear and the relation is given by pressure = unit wt * depth. As depth enhances, there will be a linear enhance in the soil pressure.
What practical steps can one take to mitigate the adverse effects in using aggregates with higher than specified flakiness index in the production of concrete
I have building 50 m * 53 m 3 floors without expansion joint in basement what are opinion please ? thanks
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