02476ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 REF 2020-06-25 0 FKASA .H365 2019 r Bc. T000000606 2020-10-12 00:00:00 1 2020-06-25 PSM 0 0 lcc 0 0 REF 10000 10000 2020-06-25 0 CD12532 T000000607 2020-11-18 00:00:00 1 2020-06-25 PSM 92364 92370 MY-KuUP 20251125105539.0 t||||fr|||| 000 0 ta 200625t20192019my a|||fram|| 000 0 eng d THE0008655(Local) hardback UMP eng UMP rda FKASA .H365 2019 r Bc. Muhammad Hanif Muhamad, author. Geophysical subsurface profiling of Kuantan bauxite formation / Muhammad Hanif Muhamad Kuantan, Pahang : UMP, 2019 © 2019 xii, 72 pages : illustrations ; 30 cm. + 1 CD-ROM text rdacontent text rdacontent unmediated rdamedia computer rdamedia volume rdacarrier computer disc rdacarrier text file PDF rda Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 Includes bibliographical references This research focuses on the geophysical subsurface profiling of Kuantan bauxite formation. At the past time, the conventional, borehole sampling incorporated with Mackintosh Probe (MP) is used for a purposed to investigate the subsurface of the soil. However, the MP is very costly and lengthily. The objective of this research is to study the geophysical method to determine the subsurface profile by using resistivity image and to correlate the data of electrical resistivity and MP. The result of image profile was illustrated that the resistance of soil is depended on type of soil strata and soil formation. As a result, the image profile generated by the software demonstrated in virtual the geophysical subsurface soil imaging. The data from results of MP test was tabulated to represent the hardness of the soil and the data of electrical resistivity was interpreted to correlate with the both result. The correlation intersection is depended on the depth from ground surface against the number of mackintosh blows and soil resistivity. The more the value of resistivity, the more the Mackintosh blows. It can conclude that the resistivity increase proportional with mackintosh blows. Faculty of Civil Engineering and Earth Resources Disertations Universities and colleges Disertations Theses lcc PSM