Science, asked by arup007, 10 months ago

A normally consolidated clay stratum of 3 m thickness has two permeable layers at its top & bottom The
liquid limit & the initial void ratio of clay are 36% & 082 respectively, while the initial overburden
pressure at the middle of clay layer is 2 Kg/cm2. Due to the construction of a new building the pressure
increases by 1.5 Kg/em', compute the probable consolidation settlement of the building.

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Answered by Krutivedansh

6

Explanation:

It is slightly "big" question...

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