The Standard Penetration Test (SPT) provides a blow count, known as the Nβvalue, which reflects the resistance of the soil to penetration. Higher Nβvalues generally indicate denser or stronger soils, while low Nβvalues suggest loose or weak conditions.
Empirical correlations link the SPT Nβvalue to the ultimate bearing capacity of shallow foundations. A common relationship is a linear proportionality where the ultimate bearing capacity (qult) is obtained by multiplying the Nβvalue by a bearingβcapacity factor (k) that depends on soil type and test conditions.
Engineers use this simple formula for quick preliminary design, but it should be calibrated with siteβspecific data and complemented by more rigorous analyses for critical structures.
What is the relationship between SPT N-value and ultimate bearing capacity?
How do I interpret an SPT N-value for foundation design?
What factors affect the bearing capacity factor in the calculation?
Can I use this calculator for deep foundations as well?
What is the standard unit for ultimate bearing capacity in this calculation?
How accurate is the SPT N-value in predicting soil strength?
Is there a specific formula used to calculate ultimate bearing capacity from SPT N-value?
Results are for informational purposes only and do not constitute professional advice.
