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Consider the following statements:

1. The ultimate bearing capacity of a footing on sand increases with an increases in its width.

2. The settlement of the footing on sand increases with increase in its width.

Which of the above statements are correct?


1. 1 only
2. Both 1 and 2
3. 2 only
4. Neither 1 nor 2

1 Answer

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Best answer
Correct Answer - Option 2 : Both 1 and 2

Concept:

For a plate load test for sands.

\({q_f} = {q_p} \times \frac{{{B_f}}}{{{B_p}}}\)

Where,

qf = ult bearing capacity of footing

qp = ult. Bearing capacity of plate.

Bf, Bp = width of footing & plate respectively so

qf ∝ Bf

⇒ Ultimate bearing capacity of a footing on sand increases with increase in its width.

Settlement of footing (Sf) on sand increases with increase in width (Bf), can be explained as

\(\frac{{{S_{{f_1}}}}}{{{S_p}}} = {\left[ {\frac{{{B_{{f_1}}}\left( {{B_p} + 0.3} \right)}}{{{B_p}\left( {{B_{{f_1}}} + 0.3} \right)}}} \right]^2}\)  (for 1st footing)

\(\frac{{{S_{{f_2}}}}}{{{S_p}}} = {\left[ {\frac{{{B_{{f_1}}}\left( {{B_p} + 0.3} \right)}}{{{B_p}\left( {{B_{{f_2}}} + 0.3} \right)}}} \right]^2}\)  (for 2nd footing)

\(\therefore \frac{{{S_{{f_1}}}}}{{{S_{{f_2}}}}} = {\left[ {\frac{{{B_{{f_1}}}\left( {{B_{{f_2}}} + 0.3} \right)}}{{{B_{{f_2}}}\left( {{B_{{f_1}}} + 0.3} \right)}}} \right]^2} = {\left( {\frac{{1 + \frac{{0.3}}{{{B_{{f_2}}}}}\;}}{{1 + \frac{{0.3}}{{{B_{{f_1}}}}}}}} \right)^2}\)

If \({B_{{f_2}}} > {B_{{f_1}}}\;;\;\frac{{{S_{{f_1}}}}}{{{S_{{f_2}}}}} < 1\) 

∴  \({S_{{f_2}}} > {S_{{f_1}}}\)

Hence settlement increases.

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