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Dataset of computed N-value and factual N-value traced for Soil Subsurface Profiling.
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.
Afiliación
  • Jusoh H; Geo TriTech, No. 17, Persiaran Perdana 15A, Pinji Perdana, 31500, Lahat, Perak, MALAYSIA.
  • Sabariah Binti Abd Manan T; Institute of Tropical Biodiversity and Sustainable Development, Universiti Malaysia Terengganu, 21300 Kuala Terengganu, Terengganu, MALAYSIA.
  • Beddu S; Department of Civil Engineering, Universiti Tenaga Nasional, Jalan Ikram-Uniten, 43000 Kajang, Selangor Darul Ehsan, MALAYSIA.
  • Osman SBS; Geo TriTech, No. 17, Persiaran Perdana 15A, Pinji Perdana, 31500, Lahat, Perak, MALAYSIA.
  • Jusoh MNH; Department of Civil & Construction Engineering, Faculty of Engineering & Science, Curtin University, CDT 250, Miri, 98009, Sarawak, MALAYSIA.
  • Mohtar WHMW; Civil Engineering Department, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, 43600 Bangi, Selangor, MALAYSIA.
  • Khan T; Department of Civil Engineering, Faculty of Engineering, Najran University, P.O Box 1988, King Abdulaziz Road, Najran, SAUDI ARABIA.
  • Kamal NLM; Department of Civil Engineering, Universiti Tenaga Nasional, Jalan Ikram-Uniten, 43000 Kajang, Selangor Darul Ehsan, MALAYSIA.
  • Ghanim AA; Department of Civil Engineering, Faculty of Engineering, Najran University, P.O Box 1988, King Abdulaziz Road, Najran, SAUDI ARABIA.
  • Ismail M; Institute of Tropical Biodiversity and Sustainable Development, Universiti Malaysia Terengganu, 21300 Kuala Terengganu, Terengganu, MALAYSIA.
  • Abdullah MT; Institute of Tropical Biodiversity and Sustainable Development, Universiti Malaysia Terengganu, 21300 Kuala Terengganu, Terengganu, MALAYSIA.
Data Brief ; 31: 105868, 2020 Aug.
Article en En | MEDLINE | ID: mdl-32637485
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.
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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Data Brief Año: 2020 Tipo del documento: Article País de afiliación: Malasia Pais de publicación: Países Bajos
Texto completo
Añadir a Mi BVS
Imprimir
XML
PubMed Links
Buscar en Google

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Data Brief Año: 2020 Tipo del documento: Article País de afiliación: Malasia Pais de publicación: Países Bajos