Unformatted text preview: selected is 0.8 meter. The soil is uniform with γ sat = 20 kN/M 3 . The undrained shear strength of the soil at the surface is 20 kPa and increases with depth by 3 kPa per meter. Calculate the ultimate bearing capacity on the pile foundation. 3. Estimate the load allowed for a pile group with four identical piles (see the sketch). The diameter of the piles are 0.75m and they are 8m driven into soil. A safety factor of 3 is required. The profile of the soil is shown in the sketch. The undrained shear strength for clay is 40 kPa at z=3m (at the top of the clay layer) and increases with clay depth by 3kPa per meter. The standard penetration resistance for the sand layer at the top is N=5 and at z=2.5m N=18. D g = 8m W=3 m B=4 m P u sand 3m clay 5m pile D=0.75m L=8m W=2.5 m B=3 m...
View
Full Document
 Spring '09
 ZheeenLing
 Geotechnical Engineering, 2.5 m, 2.5m, 1.2m, 3 kPa, 3kPa

Click to edit the document details