The soil profile given below is composed - Civil Engineering

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The soil profile given below is composed of sand, normally consolidated (N.C) clay, gravel, and overconsolidated (O.C.) clay. A 4-m-thick fill (g= 20 kN/m³) will be placed rapidly at the ground surface. A laboratory oedometer (consolidation) test is carried out on a sample taken from the N.C. clay. Using the lab data given below, plot the void ratio versus effective stress (e -s′) graph and calculate m_v of the O.C. clay layer. Calculate final consolidation settlement of O.C. clay layer due to the stress increase caused by 4-m-high fill.Soil profile given below is composed of sand, normally consolidated (N.C) clay, gravel, and overconsolidated (O.C.) clay. A 4-m-thick fill (g= 20 kN/m³) will be placed rapidly at the ground surface. A laboratory oedometer (consolidation) test is carried out on a sample taken from the N.C. clay. Using the lab data given below, plot the void ratio versus effective stress (e -s′) graph and calculate m_v of the O.C. clay layer. Calculate the final consolidation settlement of O.C. clay layer due to the stress increase caused by 4-m-high fill.

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