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Geotechnical and geochemical impact assessment of Bamangwato Concessions Limited (BCL) mine waste dumps on Selebi-Phikwe environment, Botswana

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dc.contributor.supervisor Yendaw, Jerome Anabannye
dc.contributor.supervisor Bineli-Betsi, Thierry Olivier
dc.contributor.author Kouadio, Webla Nelly Flora
dc.date.accessioned 2024-06-14T06:42:43Z
dc.date.available 2024-06-14T06:42:43Z
dc.date.issued 2022-04-21
dc.identifier.citation Kouadio, W.N.F. (2022) Geotechnical and geochemical impact assessment of Bamangwato Concessions Limited (BCL) mine waste dumps on Selebi-Phikwe environment, Botswana, Master's thesis, Botswana International University of Science and Technology: Palapye en_US
dc.identifier.uri https://repository.biust.ac.bw/handle/123456789/579
dc.description Thesis (MEng of Engineering in Geological Engineering--Botswana International University of Science and Technology, 2022 en_US
dc.description.abstract Mining activities produce significant amounts of wastes (tailings, slag and waste rock) which, with loss in material strength, could trigger slope instability while the wastes minerals’ chemical reactions also have the potential to produce acid mine drainage (AMD) contaminations. Plausible environmental impacts that could be caused by Bamangwato Concessions Limited (BCL) mine waste dumps was investigated through geotechnical, geochemical, and mineralogical studies. The mine wastes geotechnical properties were determined through laboratory testing and used to establish safe slope angles of the waste dumps based on the Simplified Bishop method using Rocscience Slide2 software Version 9.007. The geochemical and mineralogical studies to determine the influence of the mine wastes on the environment were through X-ray diffraction (XRD) and Inductively Coupled Plasma Optical Emission Spectrometry (ICP-OES) on samples of tailings, slag, and soil from the mine, while Inductively Coupled Plasma Mass Spectrometry (ICP-MS) was applied to water samples. Safe slope angles up to 20° were established for the tailings dam at slope heights of 40-60 m and water levels from 30-40 m height. The slag dump safe slope angle was 30° for water levels up to 20 m at slope heights of 40-60 m. The waste rock dump slopes were stable for slope heights up to 60 m and slope angles rising to 40°. The heavy metals in the tailings in order of concentrations (in ppm) was Iron(80000)>Nickel(1805.3)>Copper(1388.4)>Manganese(373.8)>Chromium(138.7)>Cobalt(97.3)>Zinc(53)>Lead(14). Statistical analysis suggested miscellaneous sources of pollution. Continuous monitoring of heavy metals concentrations around the waste dumps has been recommended. en_US
dc.language.iso en en_US
dc.publisher Botswana International University of Science and Technology (BIUST) en_US
dc.subject Geotechnical properties en_US
dc.subject Geochemical properties en_US
dc.subject Mine waste en_US
dc.subject Mineralogy en_US
dc.subject Environmental impact en_US
dc.title Geotechnical and geochemical impact assessment of Bamangwato Concessions Limited (BCL) mine waste dumps on Selebi-Phikwe environment, Botswana en_US
dc.description.level meng en_US
dc.description.accessibility unrestricted en_US
dc.description.department mge en_US


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