Full Text Available

Note: Clicking the button above will open the full text document at the original institutional repository in a new window.

Geotechnical characterisation and design processes for anisotropic rock masses in open pits : a case study of an iron ore deposit in orientation biased anisotropic host rocks

Dissertation (MSc)--University of Pretoria, 2018.

Saved in:
Bibliographic Details
Other Authors: Van Rooy, J.L. (Jan Louis)
Format: Thesis
Language:English
Published: University of Pretoria 2018
Subjects:
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1867613481493069825
access_status_str Open Access
author2 Van Rooy, J.L. (Jan Louis)
author_browse Van Rooy, J.L. (Jan Louis)
author_facet Van Rooy, J.L. (Jan Louis)
collection Thesis
dc_rights_str_mv © 2018 University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria.
description Dissertation (MSc)--University of Pretoria, 2018.
format Thesis
id oai:repository.up.ac.za:2263/65928
institution University of Pretoria (South Africa)
language English
last_indexed 2026-06-10T12:36:50.231Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from UPSpace — University of Pretoria Institutional Repository
publishDate 2018
publishDateRange 2018
publishDateSort 2018
publisher University of Pretoria
publisherStr University of Pretoria
record_format dspace
source_str UPSpace — University of Pretoria Institutional Repository
spelling oai:repository.up.ac.za:2263/65928 Geotechnical characterisation and design processes for anisotropic rock masses in open pits : a case study of an iron ore deposit in orientation biased anisotropic host rocks Van Rooy, J.L. (Jan Louis) sndlovu@aeiconsultants.net Ndlovu, Siyamazi Zamagatsheni UCTD Rock mass Slope stability analysis Anisotropic rock masses Geotechnical characterisation Iron ore deposit Natural and agricultural sciences theses SDG-08 Natural and agricultural sciences theses SDG-09 Natural and agricultural sciences theses SDG-12 Dissertation (MSc)--University of Pretoria, 2018. Slope design and mining in foliated in-situ rock masses can be a major logistical and geotechnical hindrance. The Rock Mass Classification parameters need to be considered in relation to the anisotropic rock masses. What data acquisition methods should be considered, how much geotechnical data is needed and how should the data be represented so have to produce an optimum design which considers all the classification parameters? Data collected in foliated rock masses needs to be characterized along with specific laboratory rock testing to give an accurate indication of the extent and effect the anisotropy will exhibit on the rock mass. Geotechnical logging parameters gathered on site are dependent on the classification system to be applied for the geotechnical design requirements. Rock Mass Rating system (RMR), Mining Rock Mass Rating system (MRMR) as well as Geological Strength Index (GSI) are used, however the addition of the In-situ Rock Mass Rating system (IRMR) and the Japanese Geological Society Engineering Classification System (JGS) can allow for a downgrading of the rating value to account for the presence of foliation or other anisotropy in the rock masses. The geotechnical investigation done on this project area in Mozambique undertakes defining these additional data parameters required for adjusting rating systems for anisotropy as well as a holistic pit slope design consisting of geotechnical models such as geological model, structural model, rock mass model (material properties and classifications), kinematic, Swedge and limit equilibrium analyses. Limit equilibrium modeling of isotropic models inherently shows overall slopes being more stable than those of anisotropic models where the failure of the slope occurs due to the orientation (dip and drip direction) of the exposed rock material fabric on the slope in relation to the direction and angle of the overall slope. Application of anisotropic slope model designs would produce worst-case scenario outcomes, which if used to generate final slope geometries would result in more conservative slope parameters being applied in the slope design. bs2026 Geology MSc Unrestricted SDG-08: Decent work and economic growth SDG-09: Industry, innovation and infrastructure SDG-12: Responsible consumption and production 2018-07-25T09:00:58Z 2018-07-25T09:00:58Z 2018/04/18 2018 Dissertation Ndlovu, SZ 2018, Geotechnical characterisation and design processes for anisotropic rock masses in open pits : a case study of an iron ore deposit in orientation biased anisotropic host rocks, MSc Dissertation, University of Pretoria, Pretoria, viewed yymmdd <http://hdl.handle.net/2263/65928> A2018 http://hdl.handle.net/2263/65928 en © 2018 University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria. application/pdf University of Pretoria
spellingShingle UCTD
Rock mass
Slope stability analysis
Anisotropic rock masses
Geotechnical characterisation
Iron ore deposit
Natural and agricultural sciences theses SDG-08
Natural and agricultural sciences theses SDG-09
Natural and agricultural sciences theses SDG-12
Geotechnical characterisation and design processes for anisotropic rock masses in open pits : a case study of an iron ore deposit in orientation biased anisotropic host rocks
title Geotechnical characterisation and design processes for anisotropic rock masses in open pits : a case study of an iron ore deposit in orientation biased anisotropic host rocks
title_full Geotechnical characterisation and design processes for anisotropic rock masses in open pits : a case study of an iron ore deposit in orientation biased anisotropic host rocks
title_fullStr Geotechnical characterisation and design processes for anisotropic rock masses in open pits : a case study of an iron ore deposit in orientation biased anisotropic host rocks
title_full_unstemmed Geotechnical characterisation and design processes for anisotropic rock masses in open pits : a case study of an iron ore deposit in orientation biased anisotropic host rocks
title_short Geotechnical characterisation and design processes for anisotropic rock masses in open pits : a case study of an iron ore deposit in orientation biased anisotropic host rocks
title_sort geotechnical characterisation and design processes for anisotropic rock masses in open pits a case study of an iron ore deposit in orientation biased anisotropic host rocks
topic UCTD
Rock mass
Slope stability analysis
Anisotropic rock masses
Geotechnical characterisation
Iron ore deposit
Natural and agricultural sciences theses SDG-08
Natural and agricultural sciences theses SDG-09
Natural and agricultural sciences theses SDG-12
url http://hdl.handle.net/2263/65928