A footing of B= 2 m, D = 1.2 m is on a purely cohesive soil that has a net ultimate bearing capacity of 364 kPa. Another footing with 2 times width and 2.5 times depth would have a net bearing capacity (Terzaghi analysis):
a. 729 kPa c. 912 kPa
b. 364 kPa d.Cannot be determined
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cannot be determined
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