@article{jgg20221032,
author={{Oumla, Kankao Oumar and Fran?ois, Ngon Ngon Gilbert and Nathanael, Tehna and Constantin, Bayiga Elie and Bertrand, Mbog Michel and Simon, Mba? Joel and Jacques, Etame},
title={Physicochemical and Mineralogical Characterization of Clay Materials in the Douala Coastal Sedimentary Sub-basin (Cameroon, Central Africa)},
journal={Journal of Geosciences and Geomatics},
volume={10},
number={3},
pages={126--138},
year={2022},
url={http://pubs.sciepub.com/jgg/10/3/2},
issn={2373-6704},
abstract={This study is focused on the physicochemical and mineralogical characterization of five different clay materials of Eastern part of Douala sub-basin. It aims to know the nature and geotechnological properties of the clay raw materials in order to raise the idea of their potentialities in industrial applications. The samples were subjected to several analyses such as geotechnical tests notably the particle size distribution, the Atterberg limits, the swelling index, the chemical (cation exchange capacity, pH-H<SUB>2</SUB>O and pH-KCl, X-ray fluorescence) and mineralogical (X-ray diffraction) analyses. These clay materials showed high fine fractions (up to 99%) and high plasticity index (15 to 63%). The swelling index is medium (16 to 20) and the CEC moderate (30 - 40), indicating the presence of a small proportion of swelling 2:1 type clays. The clay materials are predominantly constituted by kaolinite (32 ¨C 72%), quartz (20.2 - 50.7%) and illite (4.6 ¨C 10%), which are characteristic of the sedimentary environment and morphoclimatic conditions of the Douala coastal sedimentary sub-basin. The predominant oxides in clay materials are SiO<SUB>2</SUB> (34.05 - 51.18%) and Al<SUB>2</SUB>O<SUB>3</SUB> (16.05 - 23.98%). Iron oxide Fe<SUB>2</SUB>O<SUB>3</SUB> is moderate (1.55 - 11.22%) and alkali and alkaline earth oxides are weak less than 2%.  The physicochemical parameters associated with mineralogical and geochemical data make them suitable for ceramic applications and also serve as backfilling materials in building constructions when improved by adding sand.},
doi={10.12691/jgg-10-3-2}
publisher={Science and Education Publishing}
}