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Journal Article

Citation

Bar N, McQuillan A. MethodsX 2021; 8: e101191.

Copyright

(Copyright © 2021, Elsevier Publishing)

DOI

10.1016/j.mex.2020.101191

PMID

33392002

Abstract

The Q-slope classification system is used to assess the stability of excavated rock slopes and provide an indication of long-term stable, reinforcement-free slope angles. Q-slope is based on over 500 rock slope case studies from mines, road and rail cuttings hosted in igneous, sedimentary and metamorphic rocks around the world. Q-slope can be applied for slopes ranging from less than 5 m to more than 250 m in height in both civil and mining environments. This paper describes the application of Q-slope classification system to 38 failed and intact slopes from Australian open cut coal mines. It further describes the relationship between Q-slope and Slope Stability Assessment Methodology (SSAM) ratings for stable slopes based on the available case studies.


Language: en

Keywords

Slope stability; Open cut coal; Q-slope

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