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A square footing of 4 m. side is placed at 1 m depth in a sand deposit. The dry unit weight ( $γ$ ) of sand is 15 kN/ $m^{3}$ . This footing has an ultimate bearing capacity of 600 kPa. Consider the depth factor; $d_{q} = d_{γ} = 1.0$ and the bearing capacity factor : $N_{γ} = 18.75$ . This footing is placed at a depth of 2 m in the same soil deposit. For a factor of safety of 3.0 for Terzaghi's theory, the safe bearing capacity (in kPa) of this footing would be
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A square footing of 4 m. side is placed at 1 m depth in a sand deposit. The dry unit weight (

γ

) of sand is 15 kN/

m^{3}

. This footing has an ultimate bearing capacity of 600 kPa. Consider the depth factor;

d_{q} = d_{γ} = 1.0

and the bearing capacity factor :

N_{γ} = 18.75

. This footing is placed at a depth of 2 m in the same soil deposit. For a factor of safety of 3.0 for Terzaghi's theory, the safe bearing capacity (in kPa) of this footing would be

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Posted on 02 Apr 2024, this text provides information on Other related to Foundation Engineering. Please note that while accuracy is prioritized, the data presented might not be entirely correct or up-to-date. This information is offered for general knowledge and informational purposes only, and should not be considered as a substitute for professional advice.

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