Plate bearing test with 20 cm diameter plate on soil subgrade yielded a pressure of 1.25 × 105 N/m2 at 0.5 cm deflection. What is the elastic modulus of subgrade?

1
56.18 × 105 N/m2
2
29.50 × 105 N/m2
3
44.25 × 105 N/m2
4
50.10 × 105 N/m2

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