A soil profile consists of 3 m of a loose, saturated fill (f
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A soil profile consists of 3 m of a loose, saturated fill (f9cs 5 158, gsat 5 15 kN/m3) over a thick layer of clay. The
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A soil profile consists of 3 m of a loose, saturated fill (f9cs 5 158, gsat 5 15 kN/m3) over a thick layer of clay. The 3-m fi ll can be assumed to be settling. At a depth of 8 m and greater, s u sr zo 5 0.235, OCR 5 1, f9 cs 5 288, and gsat 5 17.8 kN/m3. Groundwater is at 3 m below the ground surface. Assume that the undrained shear strength of the clay from 3 m to 8 m varies according to s u sr zo 5 0.5 sin fcs r 1OCR2 0.8 and the average saturated unit weight is 19.8 kN/m2. (a) Plot the variation of the shear strength with depth for the clay up to a depth of 20 m. (b) What effect would the fill have on the load capacity of the drilled shaft? Show one method to mitigate any negative effect of the fi ll on the load capacity. (c) Determine the ultimate load capacity of a driven precast concrete pile 0.8 m in diameter embedded 18 m from the ground surface.
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