The research work assessed the stability of rock slopes for optimum exploitation of limestone deposits at Obajana in Kogi State and Ewekoro in Ogun state. Geological mapping was carried out to measure the orientations of discontinuities. The orientation data obtained were plotted on stereonets to determine pole concentration and major joint sets using Dips 5.0 software from Rocscience. Two joint sets were identified in Obajana with orientations of 720/0890 and 880/2210 while three joint sets with orientations of 610/0480, 160/2800 and 900/1400 were identified in Ewekoro quarry face. The Dips software was further used to perform kinematic analyses for toppling, planar and wedge failures for each of the faces investigated. The friction angles for the kinematic analyses were obtained using Roclab 1.0 software (Rocscience, 2002). The results of the analyses show that toppling failure cannot occur in Obajana while planar and wedge failures may occur. The three failure modes (toppling, planar and wedge) were identified in Ewekoro.
| DOI | 10.11648/j.earth.20140302.11 |
| Published in | Earth Sciences (Volume 3, Issue 2, April 2014) |
| Page(s) | 34-41 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
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Copyright © The Author(s), 2024. Published by Science Publishing Group |
Joint Sets, Pole, Quarry Face, Planar Failure, Wedge Failure, Toppling Failure
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APA Style
Saliu Muyideen Alade, Shehu Shaib Abdulazeez. (2014). Kinematic Assessment of Rock Slope Stability at Obajana and Ewekoro Quarries. Earth Sciences, 3(2), 34-41. https://doi.org/10.11648/j.earth.20140302.11
ACS Style
Saliu Muyideen Alade; Shehu Shaib Abdulazeez. Kinematic Assessment of Rock Slope Stability at Obajana and Ewekoro Quarries. Earth Sci. 2014, 3(2), 34-41. doi: 10.11648/j.earth.20140302.11
AMA Style
Saliu Muyideen Alade, Shehu Shaib Abdulazeez. Kinematic Assessment of Rock Slope Stability at Obajana and Ewekoro Quarries. Earth Sci. 2014;3(2):34-41. doi: 10.11648/j.earth.20140302.11
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Download@article{10.11648/j.earth.20140302.11,
author = {Saliu Muyideen Alade and Shehu Shaib Abdulazeez},
title = {Kinematic Assessment of Rock Slope Stability at Obajana and Ewekoro Quarries},
journal = {Earth Sciences},
volume = {3},
number = {2},
pages = {34-41},
doi = {10.11648/j.earth.20140302.11},
url = {https://doi.org/10.11648/j.earth.20140302.11},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.earth.20140302.11},
abstract = {The research work assessed the stability of rock slopes for optimum exploitation of limestone deposits at Obajana in Kogi State and Ewekoro in Ogun state. Geological mapping was carried out to measure the orientations of discontinuities. The orientation data obtained were plotted on stereonets to determine pole concentration and major joint sets using Dips 5.0 software from Rocscience. Two joint sets were identified in Obajana with orientations of 720/0890 and 880/2210 while three joint sets with orientations of 610/0480, 160/2800 and 900/1400 were identified in Ewekoro quarry face. The Dips software was further used to perform kinematic analyses for toppling, planar and wedge failures for each of the faces investigated. The friction angles for the kinematic analyses were obtained using Roclab 1.0 software (Rocscience, 2002). The results of the analyses show that toppling failure cannot occur in Obajana while planar and wedge failures may occur. The three failure modes (toppling, planar and wedge) were identified in Ewekoro.},
year = {2014}
}
TY - JOUR T1 - Kinematic Assessment of Rock Slope Stability at Obajana and Ewekoro Quarries AU - Saliu Muyideen Alade AU - Shehu Shaib Abdulazeez Y1 - 2014/04/10 PY - 2014 N1 - https://doi.org/10.11648/j.earth.20140302.11 DO - 10.11648/j.earth.20140302.11 T2 - Earth Sciences JF - Earth Sciences JO - Earth Sciences SP - 34 EP - 41 PB - Science Publishing Group SN - 2328-5982 UR - https://doi.org/10.11648/j.earth.20140302.11 AB - The research work assessed the stability of rock slopes for optimum exploitation of limestone deposits at Obajana in Kogi State and Ewekoro in Ogun state. Geological mapping was carried out to measure the orientations of discontinuities. The orientation data obtained were plotted on stereonets to determine pole concentration and major joint sets using Dips 5.0 software from Rocscience. Two joint sets were identified in Obajana with orientations of 720/0890 and 880/2210 while three joint sets with orientations of 610/0480, 160/2800 and 900/1400 were identified in Ewekoro quarry face. The Dips software was further used to perform kinematic analyses for toppling, planar and wedge failures for each of the faces investigated. The friction angles for the kinematic analyses were obtained using Roclab 1.0 software (Rocscience, 2002). The results of the analyses show that toppling failure cannot occur in Obajana while planar and wedge failures may occur. The three failure modes (toppling, planar and wedge) were identified in Ewekoro. VL - 3 IS - 2 ER -
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