From the soil profile shown together with its properties, Saturated unit weight of sand = 22.2 kN/m3 water table Saturated unit weight of clay = 18.27 kN/m3 SAND In-situ void ratio = 1.20 Y sat =22.2 kN/m 3.6 m Compression index for clay = 0.20 The weight of the structure causes a stress of 28 kPa. 2.4 m CLAY Y sat =12.27 kN/m³ If the water table is at the soil surface, compute the settlement caused by the construction of the structure.

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A: Please refer the attached image for complete solution. THANK YOU.

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Test for Determination of Shear Strength

The term shear strength is often associated with the soil. Shear strength is defined as the resistance to the deformation of soil particles due to the continuous action of shear stress. In short, shear strength is the maximum shear stress that a soil can sustain.