Question 14.1: A beam of length 4 m and width 0.75 m rests on stiff clay. A...

A beam of length 4 m and width 0.75 m rests on stiff clay. A plate load test carried out at the site with the use of a square plate of size 0.30 m gives a coefficient of subgrade reaction k_{1} equal to 25 MN / m ^{3}. Determine the coefficient of subgrade reaction k_{s} for the beam.

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First determine k_{s 1} from Eq. (14.7a) for a beam of 0.30 m. wide and length 4 m. Next determine k_{s} from Eq. (14.4) for the same beam of width 0.75 m.

 

k_{s}=0.3 \frac{k_{s 1}}{B} (14.4)

 

k_{s 1}=k_{1}\left[\frac{L+0.152}{1.5 L}\right] (14.7a)

 

k_{s 1}=k_{1} \frac{L+0.152}{1.5 L}=25 \frac{4+0.152}{1.5 \times 4}=17.3 MN / m ^{3}

 

k_{s}=0.3 \frac{k_{s 1}}{B}=\frac{0.3 \times 17.3}{0.75} \approx 7 MN / m ^{3}

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