b) A square foundation is 2 x 2 m in plan is to be constructed. The foundation has friction angle of o= 34° and c = 20 kN/m2 . The unit weight of the soil, y, is 20 kN/m3

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter6: Shallow Foundations: Ultimate Bearing Capacity
Section: Chapter Questions
Problem 6.6P: A 2.0 m wide continuous foundation carries a wall load of 350 kN/m in a clayey soil where = 19.0...
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b) A square foundation is 2 × 2 m in plan is
to be constructed. The foundation has
friction angle of p= 34° and c = 20 kN/m2
. The unit weight of the soil, y, is 20
kN/m3
. Determine the allowable gross load on the
foundation with a factor of
safety of 3. Assuming that the depth of
foundation (Df) is 1.5 m and that generally
shear failure occurs in the soil.
Transcribed Image Text:b) A square foundation is 2 × 2 m in plan is to be constructed. The foundation has friction angle of p= 34° and c = 20 kN/m2 . The unit weight of the soil, y, is 20 kN/m3 . Determine the allowable gross load on the foundation with a factor of safety of 3. Assuming that the depth of foundation (Df) is 1.5 m and that generally shear failure occurs in the soil.
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