Liquefaction occurs when saturated, cohesionless soils lose strength due to increased poreβwater pressure during strong shaking. The Standard Penetration Test (SPT) provides an empirical measure of soil density, which is a primary indicator of susceptibility.
The corrected SPT blow count (N_c) is adjusted for overβburden stress, hammer energy, and borehole diameter. By combining N_c with the effective vertical stress at depth, engineers estimate the cyclic resistance ratio of the soil.
A common approach is to compute a factor of safety (FS) against liquefaction. Values of FS greater than 1.0 suggest the site is unlikely to liquefy, while FS less than 1.0 indicates potential failure.
What is liquefaction in soil?
How does the Standard Penetration Test (SPT) help in assessing liquefaction potential?
What is corrected SPT blow count (N_c)?
How do engineers use N_c to estimate liquefaction potential?
Why is it important to consider overburden stress in SPT blow count calculations?
What does effective vertical stress represent in soil analysis?
How can this calculator be used in practical engineering applications?
Results are for informational purposes only and do not constitute professional advice.
