Assessing Stability of a Pit Slope using Observed Correlation between Surficial Damage and Strain Level during a Planar Failure Monitored by Radar

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Assessing Stability of a Pit Slope using Observed Correlation between Surficial Damage and Strain Level during a Planar Failure Monitored by Radar

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Assessing Stability of a Pit Slope using Observed Correlation between Surficial Damage and Strain Level during a Planar Failure Monitored by Radar Banner

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References

18 Cites in Article
  1. Graham Dick,Erik Eberhardt,Albert Cabrejo-Liévano,Doug Stead,Nick Rose (2015). Development of an early-warning time-of-failure analysis methodology for open-pit mine slopes utilizing ground-based slope stability radar monitoring data.
  2. John Read,Peter Stacey (2009). Guidelines for Open Pit Slope Design.
  3. Z Zavodni (2001). Time-dependent movements of open pit slopes.
  4. (2001). Littleton.
  5. Douglas Stead,John Coggan,Davide Elmo,Ming Yan (2007). Modelling Brittle Fracture in Rock Slopes - Experience Gained and Lessons Learned.
  6. Timothy Sullivan (2007). Hydromechanical Coupling and Pit Slope Movements.
  7. G Dick,E Eberhardt,D Stead,N Rose (2013). Early detection of impending slope failure in open mines using spatial and temporal analysis of real aperture radar measurements.
  8. Z Zavodni,C Broadbent (1980). Slope failure kinematics.
  9. D Varne (1982). Time-deformation relations in creep to failure of earth materials.
  10. D Martin (1993). Time dependent deformation of rock slopes.
  11. K Mercer (2006). Investigation into the time dependent deformation behavior and failure mechanisms of unsupported rock slopes based on the interpretation of observed deformation behavior.
  12. D Stead,E Eberhardt (2013). Understanding the mechanics of Large landslides.
  13. M Diederichs,P Kaiser (1999). Stability of large excavations in laminated hard rock masses: the voussoir analogue revisited.
  14. Peter Kaiser,Bo Kim (2008). Rock Mechanics Challenges in Underground Construction and Mining.
  15. Erik Eberhardt (2008). Twenty-ninth Canadian Geotechnical Colloquium: The role of advanced numerical methods and geotechnical field measurements in understanding complex deep-seated rock slope failure mechanisms.
  16. D Brox,W Newcomen (2003). Utilizing strain criteria to predict high wall stability performance.
  17. T Stacey (2006). Mechanism of slope failure during heavy rainfall in Nagasaki, July 1982.
  18. W Newcomen,G Dick (2016). An update to the strain-based approach to pit wall failure prediction, and a justification for slope monitoring.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Dr. Pramod Rajmeny. 2021. "Assessing Stability of a Pit Slope using Observed Correlation between Surficial Damage and Strain Level during a Planar Failure Monitored by Radar". Global Journal of Research in Engineering - A : Mechanical & Mechanics GJRE-A Volume 21 (GJRE Volume 21 Issue A1).

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords
Classification
GJRE-A Classification FOR Code: 091399p
Version of record

v1.2

Issue date
May 30, 2021

Language
English
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Assessing Stability of a Pit Slope using Observed Correlation between Surficial Damage and Strain Level during a Planar Failure Monitored by Radar

Dr. Rajmeny
Dr. Rajmeny