Dataset of computed N-value and factual N-value traced for Soil Subsurface Profiling
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
Affiliations
Hisyam Jusoh
Geo TriTech, No. 17, Persiaran Perdana 15A, Pinji Perdana, 31500, Lahat, Perak, MALAYSIA
Teh Sabariah binti Abd Manan
Institute of Tropical Biodiversity and Sustainable Development, Universiti Malaysia Terengganu, 21300 Kuala Terengganu, Terengganu, MALAYSIA; Corresponding author.
Salmia Beddu
Department of Civil Engineering, Universiti Tenaga Nasional, Jalan Ikram-Uniten, 43000 Kajang, Selangor Darul Ehsan, MALAYSIA
Syed Baharom Syed Osman
Geo TriTech, No. 17, Persiaran Perdana 15A, Pinji Perdana, 31500, Lahat, Perak, MALAYSIA
Muhammad Noor Hazwan Jusoh
Department of Civil & Construction Engineering, Faculty of Engineering & Science, Curtin University, CDT 250, Miri, 98009, Sarawak, MALAYSIA
Wan Hanna Melini Wan Mohtar
Civil Engineering Department, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, 43600 Bangi, Selangor, MALAYSIA
Taimur Khan
Department of Civil Engineering, Faculty of Engineering, Najran University, P.O Box 1988, King Abdulaziz Road, Najran, SAUDI ARABIA
Nur Liyana Mohd Kamal
Department of Civil Engineering, Universiti Tenaga Nasional, Jalan Ikram-Uniten, 43000 Kajang, Selangor Darul Ehsan, MALAYSIA
Abdulnoor A. Ghanim
Department of Civil Engineering, Faculty of Engineering, Najran University, P.O Box 1988, King Abdulaziz Road, Najran, SAUDI ARABIA
Marzuki Ismail
Institute of Tropical Biodiversity and Sustainable Development, Universiti Malaysia Terengganu, 21300 Kuala Terengganu, Terengganu, MALAYSIA
Mohd Tajuddin Abdullah
Institute of Tropical Biodiversity and Sustainable Development, Universiti Malaysia Terengganu, 21300 Kuala Terengganu, Terengganu, MALAYSIA
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.
