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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2023
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my.uniten.dspace-253762023-05-29T16:08:42Z Dataset of computed N-value and factual N-value traced for Soil Subsurface Profiling Jusoh H. Sabariah binti Abd Manan T. Beddu S. Osman S.B.S. Jusoh M.N.H. Mohtar W.H.M.W. Khan T. Kamal N.L.M. Ghanim A.A. Ismail M. Abdullah M.T. 54779965400 57219650719 55812080500 54994725200 57190073835 57215829072 54991181500 57217168441 57210192561 57210403363 36558924800 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. � 2020 The Author(s) Final 2023-05-29T08:08:42Z 2023-05-29T08:08:42Z 2020 Data Paper 10.1016/j.dib.2020.105868 2-s2.0-85087070161 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85087070161&doi=10.1016%2fj.dib.2020.105868&partnerID=40&md5=ddbce2d4904304c28f4cafda30fc2fd3 https://irepository.uniten.edu.my/handle/123456789/25376 31 105868 All Open Access, Gold, Green Elsevier Inc. Scopus |
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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. � 2020 The Author(s) |
| author2 |
54779965400 |
| author_facet |
54779965400 Jusoh H. Sabariah binti Abd Manan T. Beddu S. Osman S.B.S. Jusoh M.N.H. Mohtar W.H.M.W. Khan T. Kamal N.L.M. Ghanim A.A. Ismail M. Abdullah M.T. |
| format |
Data Paper |
| author |
Jusoh H. Sabariah binti Abd Manan T. Beddu S. Osman S.B.S. Jusoh M.N.H. Mohtar W.H.M.W. Khan T. Kamal N.L.M. Ghanim A.A. Ismail M. Abdullah M.T. |
| spellingShingle |
Jusoh H. Sabariah binti Abd Manan T. Beddu S. Osman S.B.S. Jusoh M.N.H. Mohtar W.H.M.W. Khan T. Kamal N.L.M. Ghanim A.A. Ismail M. Abdullah M.T. Dataset of computed N-value and factual N-value traced for Soil Subsurface Profiling |
| author_sort |
Jusoh H. |
| title |
Dataset of computed N-value and factual N-value traced for Soil Subsurface Profiling |
| title_short |
Dataset of computed N-value and factual N-value traced for Soil Subsurface Profiling |
| title_full |
Dataset of computed N-value and factual N-value traced for Soil Subsurface Profiling |
| title_fullStr |
Dataset of computed N-value and factual N-value traced for Soil Subsurface Profiling |
| title_full_unstemmed |
Dataset of computed N-value and factual N-value traced for Soil Subsurface Profiling |
| title_sort |
dataset of computed n-value and factual n-value traced for soil subsurface profiling |
| publisher |
Elsevier Inc. |
| publishDate |
2023 |
| _version_ |
1806427863887380480 |
| score |
13.214268 |