A footing 1 meter square carries a total load, including its own
weight, of 59,130 ππ. The base of the footing is at a depth of 1 m
below the ground surface. The soil strata at the site consist of a
layer of stiff saturated clay 27.5 m thick overlying dense sand.
The average density of the clay is 1846 ππ/π^{3} . Given is
Terzaghiβs ultimate bearing capacity for square footings:
π_{u} = 1.3ππ_{c} + πΎπ·ππ_{q} + 0.40πΎπ΅ππΎ

a. Determine the gross foundation pressure.

b. Determine the overburden pressure.

c. Determine the ultimate beating capacity of the soil.

d. Assuming local shear failure, determine the ultimate bearing capacity of the soil.

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