SOIL PROFILE GIVEN Design load is 12,000 kN axial load from a bridge pier. 1. Design an appropriate concrete pile group

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Soil Profile Given Design Load Is 12 000 Kn Axial Load From A Bridge Pier 1 Design An Appropriate Concrete Pile Group 1 (76.56 KiB) Viewed 20 times

SOIL PROFILE GIVEN Design load is 12,000 kN axial load from a bridge pier. 1. Design an appropriate concrete pile group 2. Determine expected settlement for your design 3. Repeat using HP12x84 steel pile CLAY (stiff;saturated) e= 0.95 2m Gc= 2.65 Cu= 60 kPa SAND e= 0.64 Misc > Pile heads at ground level > Use K=0.7; 0 = 0.950; Ec = 25 GPa > Use efficientcy factor, n= 1- [(n-1)m + (m-1)n)]/90mn tan = d/s (theta in degrees) n= number of piles on row m= number of piles in column > critical depth = 20*diameter for granular soils G = 2.65 Φ 39° 25m BEDROCK