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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Detalles Bibliográficos
Autores principales: Jusoh, Hisyam, Sabariah binti Abd Manan, Teh, Beddu, Salmia, Osman, Syed Baharom Syed, Jusoh, Muhammad Noor Hazwan, Mohtar, Wan Hanna Melini Wan, Khan, Taimur, Kamal, Nur Liyana Mohd, Ghanim, Abdulnoor A., Ismail, Marzuki, Abdullah, Mohd Tajuddin
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2020
Materias:
Earth and Planetary Science
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7327803/
https://www.ncbi.nlm.nih.gov/pubmed/32637485
http://dx.doi.org/10.1016/j.dib.2020.105868
Descripción
Sumario: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.

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