If σ’ is the effective overburden pressure, then the effective penetration resistance is given by _____________
(a) Ne=\(N \frac{50}{1.42σ^{‘}}\)
(b) Ne=\(N \frac{50}{σ^{‘}+10}\)
(c) Ne=\(N \frac{1}{1.42σ^{‘}+10}\)
(d) Ne=\(N \frac{50}{1.42σ^{‘}+10}\)
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Enquiry is from Geophysical Methods in chapter Stabilisation of Soils, Site Investigation and Sub – Soil Exploration of Geotechnical Engineering II