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An approach on modelling of in-situ deformations for unstable coal mine slopes

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Abstract

Twelve unstable slopes have been observed in four different coal mines of the General Directorate of Turkey Coal Enterprises (TKİ) for the last 12 years. A total of 131 theodolite, inclinometer and extensometer stations have been established for monitoring unstable slopes. According to the measurement results, the magnitude of the deformation values in all of the stations ranges from 0 to 10,978 mm. The database shows that time dependent deformation is formed in three consecutive stages. The form of the first stage is logarithmic, the second stage is linear and the third stage is exponential. To ensure control of the unstable slope, precautions must be taken during the second stage, or the beginning of the third stage at the latest according to observations, measurements and previous experience. To express time dependent deformation behaviour for unstable slopes, a graphical presentation of the mathematical model was developed. By means of statistical analysis of the database, a mathematical model was prepared. The model is characterized by three stages of deformation behaviour. In addition, the model can be presented in sub-deformation curves for each stage. The sum of the sub-deformation curves are equal to the predicted deformation curve. However, in this study, it is named as the predicted total deformation. Velocity and acceleration behaviours were determined by taking first and second derivatives of the time dependent predicted total deformation curve. Therefore, all stages of the deformation can be determined. In addition, a classification based on deformation behaviour for unstable slopes was suggested.

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References

  • Anon (2003a) Monitoring unstable slopes in TKİ-GLİ-Orhaneli open pit mine. Technical Report

  • Anon (2003b) Monitoring unstable slopes in TKİ-GELİ-Eskihisar open pit mine. Technical Report

  • Anon. (2010) Monitoring unstable slopes in TKİ-GELİ-Eskihisar open pit mine. Technical Report

  • Duncan JM (1996) State of the art: limit equilibrium and finite-element analysis of slopes. J Geotech Eng 122:577–596. https://doi.org/10.1061/(ASCE)0733-9410

    Article  Google Scholar 

  • Gökay M, Özkan İ, Özşen H, Doğan K, Mesutoğlu M (2013) TKİ-GLİ-BLİ In-situ field measurements and evaluations for slope stability analysis in Gümüşpınar open pit. TKI Final Project Report, Selçuk University, Department of Mining Engineering, Konya, Turkey; 326p (in Turkish)

  • İnci U, Koçyiğit A, Bozkurt E, Arpalıyiğit İ (2001) Kinematic analysis and seismicity of edge faults at Kırkağaç and Soma (Manisa) grabens. TUBITAK, Project No. YDABÇAG-199Y013; 73p (in Turkish)

  • Karapınar GK (2011) Distribution, reserve and some operation parameters of North Kisrakdere (Soma) coal. MSc thesis, Balıkesir University, Balıkesir, Turkey, p 142 (in Turkish)

  • Kim J, Lee S (1997) An improved search strategy for the critical slip surface using finite element stress fields. Comput Geotech 21:295–313. https://doi.org/10.1016/S0266-352X(97)00027-X

    Article  Google Scholar 

  • Mesutoğlu M (2013) Mathematical analysis for in-situ deformations obtained from inclinometer measurement boreholes established inside rock and soil structures. MSc thesis, Selçuk University, Konya, Turkey, p 215 (in Turkish)

  • Mıh M (2011) Monitoring of slope stable by inclinometer and settlement tube devices of CG-1 panel at TKI-GLI-Ilgin Lignite Operation. MSc thesis, Selçuk University, Konya, Turkey, p 149 (in Turkish)

  • Özkan İ (1995) Modified rock mass rating (M-RMR) system and roof behavior model. PhD thesis, Middle East Technical University (METU), Ankara, Turkey, p 398

  • Özkan İ (2014) Mathematical approach for the analysis of in situ measurements in unstable slopes: a study based on the cases from coal mines in Turkey. In: Alejano R, Perucho Á, Olalla C, Jiménez R (eds) EUROCK 2014 regional symposium: rock engineering and rock mechanics: structures in and on rock masses, Vigo. CRC Press, Spain, pp 725–730

    Google Scholar 

  • Özkan İ, Pektaş A, Özşen H (2006a) Comparing different approaches developed for circular failure in slopes. Paper presented at the 15th Coal Congress of Turkey, Zonguldak

    Google Scholar 

  • Özkan İ, Uslu S, Özşen H (2006b) Long-term slope deformation measurement in TKI-Yatagan-Eskihisar lignite open pit mine. Paper presented at the Regional Rock Mechanics Symposium, Istanbul

    Google Scholar 

  • Özkan İ, Mıh M, Kahveci S, Kaya İ (2011a) Long-term slope deformation measurements by borehole in TKİ-GLİ-Ilgın open pit coal mine. Paper presented at the ROCMEC2011-Xth Regional Rock Mechanics Symposium, Ankara

    Google Scholar 

  • Özkan İ, Özşen H, Oltulu F, Boztaş S (2011b) Mathematical model based on long term inclinometer measurements at an open pit limestone mine. Paper presented at the 2nd Conference on Slope Tectonics, Vienna

    Google Scholar 

  • Özşen H (2009) Determining short and long term mechanical properties and mathematical modelling of rock salt. PhD thesis, Selçuk University, Konya, Turkey p 340 (in Turkish)

  • Özşen H (2010) Monitoring unstable slopes in TKI-GLI-Ilgın open-pit mine. Selçuk University Department of Mining Engineering; Technical Report; p 18

  • Özşen H, Kaklık H (2011) Eskihisar-monitoring in unstable open-pit slopes. Selçuk University Department of Mining Engineering; Technical Report; p 18

  • Özşen H, Kurt AC (2015) Monitoring deformations formed in Soma lignite open pit mine by ınclinometer method. Selcuk Univ. J Eng Sci Technol 3:59–65

    Google Scholar 

  • Özşen H, Özkan İ (2013) Deformation monitoring and time dependent mathematical modeling of the tension cracks at the western slopes of TKI-GLI Ilgın open lignite mine. Selcuk Univ. J Eng Sci Technol 1:37–44

    Google Scholar 

  • Pektaş A (2005) Determination of weak, stratified, clay-bearing and anisotropic rock mass characterization in TKI-Ilgın lignite open pit mine and slope stability analysis. MSc thesis, Selçuk University, Konya, Turkey, p 213 (in Turkish)

  • Piccinini L, Berti M, Simoni A, Bernardi A, Ghirotti M, Gargini A (2014) Slope stability and groundwater flow system in the area of Lizzano in belvedere (northern Apennines, Italy). Eng. Geo 183:276–289. https://doi.org/10.1016/j.enggeo.2014.09.002

    Article  Google Scholar 

  • Pinheiro M, Sanches S, Miranda T, Neves A, Tinoco J, Ferreira A, Correia AG (2015) A new empirical system for rock slope stability analysis in exploitation stage. Int J Rock Mech Min Sci 76:182–191. https://doi.org/10.1016/j.ijrmms.2015.03.015

    Article  Google Scholar 

  • Qiao L, Li Y (2004) Engineering geological model of high-steep slope damage in Opencut mines. J Univ Sci Technol Beijing 26:461–464

    Google Scholar 

  • Ulusay R, Hudson JA (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. ISRM Turkish National Group, Ankara

    Google Scholar 

  • Ulusay R, Ekmekci M, Tuncay E, Hasancebi N (2014) Improvement of slope stability based on integrated geotechnical evaluations and hydrogeological conceptualisation at a lignite open pit. Eng Geo 181:261–280. https://doi.org/10.1016/j.enggeo.2014.08.005

    Article  Google Scholar 

  • Ünal E, Özkan I, Çakmakci G (2001) Modeling the behavior of longwall coal mine gate roadways subjected to dynamic loading. Int J Rock Mech Min Sci 38:181–197. https://doi.org/10.1016/S1365-1609(00)00058-7

    Article  Google Scholar 

  • Uslu S (2005) Determination of rock mass characterization in TKİ-GELİ-Yatağan-Eskihisar lignite open pit mine and slope stability analysis. MSc thesis, Selçuk University, Konya, Turkey, p 182 (in Turkish)

  • Varnes DJ (1978) Slope movement types and processes. In: Schuster RL, Krizek RJ (eds) Special report 176: landslides: analysis and control. Transportation and Road Research Board, National Academy of Science, Washington D. C, pp 11–33

    Google Scholar 

  • Wieczorek GF (1984) Preparing a detailed landslide-inventory map for hazard evaluation and reduction. Bull Assoc Eng Geol 21:337–342

    Google Scholar 

Download references

Acknowledgements

This study was supported by the Research Foundation of Selçuk University and TKİ. The authors are also indebted to the reviewers for their valuable comments.

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Correspondence to Hakan Özşen.

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Özşen, H., Özkan, İ. & Mesutoğlu, M. An approach on modelling of in-situ deformations for unstable coal mine slopes. Bull Eng Geol Environ 78, 3191–3203 (2019). https://doi.org/10.1007/s10064-018-1344-0

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