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Unformatted text preview: the clay is 20kN/m 3 . The water table is 0.5 meter below the ground surface. The undrained shear strength of the soil varies with depth, as shown in the diagraph. 3. A single pile is designed to carry the load of 1200 kN in a deep soft clay foundation. The diameter of the pile selected is 1.2 meter. The soil is uniform with sat = 20 kN/M 3 , and its undrained shear strength is 60 kPa. A safety factor of 2.5 is required. Calculate the length of pile required. P u L=10m D=1.2m 40 kPa c u z c u =40+2.5z kPa Undrained shear strength profile...
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This note was uploaded on 11/03/2009 for the course ENGG CIVL243 taught by Professor Zheeenling during the Spring '09 term at DeAnza College.
 Spring '09
 ZheeenLing

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