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 and computed from shear wave velocity ( ) obtained from MASW using the Imai and Tonouchi equation. The correlation coefficient () and coefficient of determination, ( ), showed strong relationship between factual and computed . The model of and factual data distribution is non-normal but the analyzed relationship shows a significant level of < 0.05. The for each location of - relationship are ranging from 0.5 to 0.9.