If the actual observed value of standard penetration resistance, N, is greater than 15 in a fine sand layer below water table, then the equivalent penetration resistance will be
A
15+(N+152)
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B
15−(N+152)
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C
15+(N−152)
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D
15+(15−N2)
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Solution
The correct option is C15+(N−152) Saturated fine or silty dense or very dense sand deposits below water table have a tendency to dilate during shear under undrained conditions. Therefore the observed N value is more than actual value and dilatancy correction should be applied as =15+(N−152)=N+152
It is based on the assumption that critical void ratio occurs at N= 15.