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Question

The plate load test conducted with a 75 cm diameter plate on soil subgrade yielded a deflection of 2.5 mm under a stress of 800 N/cm2.

The modulus of elasticity of the subgrade soil, in kN/cm2 is

A
160.0
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B
141.6
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C
185.4
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D
154.6
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Solution

The correct option is B 141.6
Deflection of rigid plate,

Δ = 2.5 mm = 0.25 cm

Stress, σ = 800 N/cm2

= 0.8 kN/cm2

Radius of plate, r = 752 = 37.5 cm

For rigid plate, Δ = 1.18σrEs

Modulus of elasticity of subgrade soil,

Es=1.18×0.8×37.50.25

= 141.6 kN/cm2

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