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The structural and engineering geology of the Country Rock at Finsch Mine

This project was undertaken at Finsch Mine, De Beers Consolidated Mines Ltd., in order to collect the relevant information to build a database for the country rock. The country rock is comprised of the ~2.5 Ga sediments of the Griqualand West Basin: the banded ironstones and carbonates of the Ghaap...

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Main Author: Barnett, Wayne Peter
Other Authors: Stowe, C
Format: Thesis
Language:English
English
Published: Department of Geological Sciences 2017
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access_status_str Open Access
author Barnett, Wayne Peter
Barnett, Wayne Peter
author2 Stowe, C
author_browse Barnett, Wayne Peter
Stowe, C
author_facet Stowe, C
Barnett, Wayne Peter
Barnett, Wayne Peter
author_sort Barnett, Wayne Peter
collection Thesis
description This project was undertaken at Finsch Mine, De Beers Consolidated Mines Ltd., in order to collect the relevant information to build a database for the country rock. The country rock is comprised of the ~2.5 Ga sediments of the Griqualand West Basin: the banded ironstones and carbonates of the Ghaap Group. A stratigraphic column has been produced that correlates the country rock at Finsch Mine with the corresponding strata in the accepted stratigraphy of the Griqualand West Sequence. Periods of regression and transgression in the Early Proterozoic basin may have controlled the Ca/Mg ratio and the percentage of limestone deposition. Later hydrothermal dolomitization had a significant affect on the amount of secondary dolomite present in the country rock. The rock structures (faults, dykes ad fractures) in the country rock were mapped in detail. The data was placed into MicroStation (a CAD package), which now acts as a limited three dimensional GIS database for the mapped structures. The structural data was analyzed and a complete three dimensional structural model was produced. The faulting belongs to a strike-slip system formed by crustal shear late during the Namaqua-Natal orogeny (ca. l.l Ga). A complex structural/tectonic history is suggested whereby transtension is followed by a rotation of the tectonic stress vectors with resultant transpression. During transpression the fault-parallel jointing/cleavage is fanned by fault-parallel folds and a conjugate set of joints form as a result of WSW directed crustal shortening. Extensive line sampling of the rock discontinuities (joints) was undertaken. The characteristics of the joints were qualitatively described/mapped across the mine. The data from the line sampling was analyzed and used to quantify the qualitative descriptions. The mapped joint's characteristics are graphically presented on plans, described by the author as 'joint-nets'. Up to six joint sets have been observed and genetically linked to the structural history. Distinct homogeneous structural domains do not exist at Finsch mine, but the joints were used to crudely define some domains. The rock types in the carbonate succession were studied in detail and distinct different types were sampled and tested to obtain UCS, point-load strengths and Young's moduli. This project describes the process of Rock Mass Classification so that the reasons for the data collection and analyses are apparent to the reader. The data collected during this project suggests that the kimberlite pipe had a significant affect on the smrnunding country rock, maybe as far 20 to 30 metres from the pipe contact. It is suggested that the intrusion of the precursor kimberlite bodies and the main pipe caused some deformation of the country rock mass. Such a suggestion is contrary to the classical understanding of kirnberlite emplacement.
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institution University of Cape Town (South Africa)
language eng
eng
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license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2017
publishDateRange 2017
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publisher Department of Geological Sciences
publisherStr Department of Geological Sciences
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source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/23638 The structural and engineering geology of the Country Rock at Finsch Mine The structural and engineering geology of the Country Rock at Finsch Mine Barnett, Wayne Peter Barnett, Wayne Peter Stowe, C Preece, C Hartnady, C Stowe, Clive W Preece, C Hartnady, Chris Geology This project was undertaken at Finsch Mine, De Beers Consolidated Mines Ltd., in order to collect the relevant information to build a database for the country rock. The country rock is comprised of the ~2.5 Ga sediments of the Griqualand West Basin: the banded ironstones and carbonates of the Ghaap Group. A stratigraphic column has been produced that correlates the country rock at Finsch Mine with the corresponding strata in the accepted stratigraphy of the Griqualand West Sequence. Periods of regression and transgression in the Early Proterozoic basin may have controlled the Ca/Mg ratio and the percentage of limestone deposition. Later hydrothermal dolomitization had a significant affect on the amount of secondary dolomite present in the country rock. The rock structures (faults, dykes ad fractures) in the country rock were mapped in detail. The data was placed into MicroStation (a CAD package), which now acts as a limited three dimensional GIS database for the mapped structures. The structural data was analyzed and a complete three dimensional structural model was produced. The faulting belongs to a strike-slip system formed by crustal shear late during the Namaqua-Natal orogeny (ca. l.l Ga). A complex structural/tectonic history is suggested whereby transtension is followed by a rotation of the tectonic stress vectors with resultant transpression. During transpression the fault-parallel jointing/cleavage is fanned by fault-parallel folds and a conjugate set of joints form as a result of WSW directed crustal shortening. Extensive line sampling of the rock discontinuities (joints) was undertaken. The characteristics of the joints were qualitatively described/mapped across the mine. The data from the line sampling was analyzed and used to quantify the qualitative descriptions. The mapped joint's characteristics are graphically presented on plans, described by the author as 'joint-nets'. Up to six joint sets have been observed and genetically linked to the structural history. Distinct homogeneous structural domains do not exist at Finsch mine, but the joints were used to crudely define some domains. The rock types in the carbonate succession were studied in detail and distinct different types were sampled and tested to obtain UCS, point-load strengths and Young's moduli. This project describes the process of Rock Mass Classification so that the reasons for the data collection and analyses are apparent to the reader. The data collected during this project suggests that the kimberlite pipe had a significant affect on the smrnunding country rock, maybe as far 20 to 30 metres from the pipe contact. It is suggested that the intrusion of the precursor kimberlite bodies and the main pipe caused some deformation of the country rock mass. Such a suggestion is contrary to the classical understanding of kirnberlite emplacement. 2017-01-27T12:45:09Z 2017-01-27T12:45:09Z 1998 2016-11-23T14:09:31Z Master Thesis Masters MSc http://hdl.handle.net/11427/23638 eng eng application/pdf Department of Geological Sciences Faculty of Science University of Cape Town
spellingShingle Geology
Barnett, Wayne Peter
Barnett, Wayne Peter
The structural and engineering geology of the Country Rock at Finsch Mine
thesis_degree_str Master's
title The structural and engineering geology of the Country Rock at Finsch Mine
title_full The structural and engineering geology of the Country Rock at Finsch Mine
title_fullStr The structural and engineering geology of the Country Rock at Finsch Mine
title_full_unstemmed The structural and engineering geology of the Country Rock at Finsch Mine
title_short The structural and engineering geology of the Country Rock at Finsch Mine
title_sort structural and engineering geology of the country rock at finsch mine
topic Geology
url http://hdl.handle.net/11427/23638
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