The variation of the increase of the vertical stress along the depth for a clay layer...

 

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The variation of the increase of the vertical stress along the depth for a clay layer having a thickness of 11 m due to the structure was given in the figure. The coefficient of the compressibility for the clay layer with the change of the vertical stress levels were given in the table. Calculate the consolidation settlement of the clay ㅁㅁㅁ ㅁㅁㅁ GWT ㅁㅁㅁ 3.2 kg/cm2 5m Clay layer. 1-2 g/cm³ 2.2 kg/cm² 4 m Stress Level my 1.6 kg/cm 2 m p (kg/cm²) (cm²/kg) 1.2 kg/cm 0.25-0.50 3.3 x 10 0.50-1.0 3.7 x 10 1.0-2.0 2.2 x 10 2.0-4.0 1.1 x 10 4.0-8.0 1.0 x 102 The variation of the increase of the vertical stress along the depth for a clay layer having a thickness of 11 m due to the structure was given in the figure. The coefficient of the compressibility for the clay layer with the change of the vertical stress levels were given in the table. Calculate the consolidation settlement of the clay ㅁㅁㅁ ㅁㅁㅁ GWT ㅁㅁㅁ 3.2 kg/cm2 5m Clay layer. 1-2 g/cm³ 2.2 kg/cm² 4 m Stress Level my 1.6 kg/cm 2 m p (kg/cm²) (cm²/kg) 1.2 kg/cm 0.25-0.50 3.3 x 10 0.50-1.0 3.7 x 10 1.0-2.0 2.2 x 10 2.0-4.0 1.1 x 10 4.0-8.0 1.0 x 102