Dataset of computed N-value and factual N-value traced for Soil Subsurface Profiling

Soil requires load bearing impact assessment for stability. Therefore, this study aims to utilize the multi-channel analysis surface wave (MASW) for soil subsurface investigation and profiling around Peninsular Malaysia. The standard penetration test (SPT) was conducted for comparison between factual N-value and computed N-value from shear wave velocity (V(s)) obtained from MASW using the Imai and Tonouchi equation. The correlation coefficient (R) and coefficient of determination, (R(2)), showed strong relationship between factual N-value and computed N-value. The model of V(s) and factual N-value data distribution is non-normal but the analyzed relationship shows a significant level of p-value < 0.05. The R(2) for each location of V(s)-N-value relationship are ranging from 0.5 to 0.9.