A footing is founded at a depth of 1.5 m below the ground surface as shown in the figure. The water table is close to ground level and the soil is cohesive with a value $= 35 Ya = 20.85 kl Sand of 20 kPa. The footing is supposed to carry a net safe load of 400 kN/m? with F = 3. Given ysat = (20 +0 .75D) kN/m³ and Ø = 45°. If the water table is lowered the soil is dry with a unit weight of (15 + 0.3B) kN/m³. 1.5 m B Problem 1 Find the Terzaghi's bearing capacity of a (2.5 + 0.3E) m square using the general shear failure.

A footing is founded at a depth of 1.5 m below the ground surface as shown in the figure. The water table is close to ground level and the soil is cohesive with a value $= 35 Ya = 20.85 kl Sand of 20 kPa. The footing is supposed to carry a net safe load of 400 kN/m? with F = 3. Given ysat = (20 +0 .75D) kN/m³ and Ø = 45°. If the water table is lowered the soil is dry with a unit weight of (15 + 0.3B) kN/m³. 1.5 m B Problem 1 Find the Terzaghi's bearing capacity of a (2.5 + 0.3E) m square using the general shear failure.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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