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 factua...

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Bibliographic Details
Main Authors: Hisyam Jusoh, Teh Sabariah binti Abd Manan, Salmia Beddu, Syed Baharom Syed Osman, Muhammad Noor Hazwan Jusoh, Wan Hanna Melini Wan Mohtar, Taimur Khan, Nur Liyana Mohd Kamal, Abdulnoor A. Ghanim, Marzuki Ismail, Mohd Tajuddin Abdullah
Format: Article
Language:English
Published: Elsevier 2020-08-01
Series:Data in Brief
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2352340920307629
Description
Summary: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 (Vs) obtained from MASW using the Imai and Tonouchi equation. The correlation coefficient (R) and coefficient of determination, (R2), showed strong relationship between factual N-value and computed N-value. The model of Vs and factual N-value data distribution is non-normal but the analyzed relationship shows a significant level of p-value < 0.05. The R2 for each location of Vs-N-value relationship are ranging from 0.5 to 0.9.
ISSN:2352-3409