200 mn m3 for very dense gravel. This equalization will adjust the subgrade reaction value for wide area loading effects consolidation of the deeper layers of the soil and help minimize the uncoupled analytical limitation of the subgrade reaction foundation system. For a uniformly loaded flexible foundation contact pressure remains uniform throughout the foundation but settlement decreases from the center towards the edge so q s or modulus of subgrade reaction increases from the center towards the edge figure 2.
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