Technical Papers
Mar 16, 2020

Effect of Key Parameters on Top Coal First Caving and Roof First Weighting in Longwall Top Coal Caving: A Case Study

Publication: International Journal of Geomechanics
Volume 20, Issue 5

Abstract

The first caving of top coal and the first weighting of roof strata in Longwall Top Coal Caving (LTCC) mining were analyzed in a parametric study by using a discontinuum modeling technique with plastic rock material. The analysis demonstrated that an increase in the value of cover depth decreases the stability of main roof strata, while the impact of horizontal stress on the main roof strata stability is not consistent under different stress magnitudes. The study confirmed that an increase in the value of immediate roof rock strength, coal strength, coal elastic modulus, and coal bedding spacing improves the stability of top coal before its first caving, whereas an increase in the value of top coal thickness, cover depth, and horizontal stress magnitude facilitates the commencement of top coal caving. Based on the parametric study's result, a new criterion for the prediction of face distance where top coal starts to cave was statistically developed and named Top coal First Caving Distance (TFCD). TFCD is successful in using immediate rock strength, coal elastic modulus, coal bedding spacing, top coal thickness, and horizontal stress magnitude for a reliable prediction of the face distance. The findings of this paper are helpful in better understanding basic caving/weighting mechanics, predicting face/roof instability risks, and assessing coal loss in LTCC, which contribute to improving safety and productivity in thick seam extraction.

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Acknowledgments

This research is funded by Vietnam National Foundation for Science and Technology Development (NAFOSTED) under grant number 105.08-2019.09. The authors gratefully acknowledge Dr. Joung Oh and Dr. Chengguo Zhang for their valuable comments and suggestions.

References

Brady, B. H. G., and E. T. Brown. 2004. Rock mechanics for underground mining. London: Kluwer Academic.
Brown, E. T. 2007. Block caving geomechanics. Indooroopilly, QLD: Julius Kruttschnitt Mineral Research Centre, Univ. of Queensland.
Diederichs, M. S., and P. K. Kaiser. 1999. “Stability of large excavations in laminated hard rock masses: The voussoir analogue revisited.” Int. J. Rock Mech. Min. Sci. 36 (1): 97–117.
Esterhuizen, G. S. 1997. “Investigations into the effect of discontinuities on the strength of coal pillars.” J. S. Afr. Inst. Min. Metall. 97 (2): 57–61.
Esterle, J., and R. Sliwa. 2002. Bowen basin supermodel 2000. Brisbane, QLD: CSIRO Exploration and Mining.
Galvin, J. M. 2016. Ground engineering—Principles and practices for underground coal mining. Cham, Switzerland: Springer.
Gillam, D., T. Flottmann, and R. Hillis. 2004. “Natural fracture characterisation in a coal measure succession: An analogue for coal seam methane and tight gas reservoirs.” In Proc., PESA Eastern Australasian Basins Symp. II, 357–366. Adelaide, South Australia: PESA's Eastern Australasian Basin Symposium II.
Humphries, P., B. Poulsen, and T. Ren. 2006. Longwall Top coal caving application assessment in Australia. Brisbane, QLD: CSIRO Exploration and Mining.
Itasca. 2014. UDEC universal distinct element code v6.00 users’ manual. Minneapolis: Itasca Consulting Group.
Kutner, M. H., C. J. Nachtsheim, J. Neter, and W. Li. 2005. Applied linear statistical models. Boston: McGraw-Hill Irwin.
Laubach, S. E., R. A. Marrett, J. E. Olson, and A. R. Scott. 1998. “Characteristics and origins of coal cleat: A review.” Int. J. Coal Geol. 35 (1–4): 175–207.
Le, T. D., J. Oh, B. Hebblewhite, C. Zhang, and R. Mitra. 2017. “Numerical analysis of the effect of coal seam characteristics on the longwall top coal cavability.” In Proc., 36th Int. Conf. on Ground Control in Mining, 117–123. Englewood, CO: Society for Mining, Metallurgy & Exploration.
Le, T. D., J. Oh, B. Hebblewhite, C. Zhang, and R. Mitra. 2018. “A discontinuum modelling approach for investigation of longwall top coal caving mechanisms.” Int. J. Rock Mech. Min. Sci. 106: 84–95.
Le, T. D., C. Zhang, J. Oh, R. Mitra, and B. Hebblewhite. 2019. “A new cavability assessment for longwall top coal caving from discontinuum numerical analysis.” Int. J. Rock Mech. Min. Sci. 115: 11–20.
Mark, C. 1991. “Horizontal stress and its effects on longwall ground control.” Min. Eng. 43 (11): 1356–1360.
Mark, C., and G. M. Molinda. 2005. “The coal mine roof rating (CMRR)—A decade of experience.” Int. J. Coal Geol. 64 (1–2): 85–103.
McNally, G. H. 1996. “Estimation of the geomechanical properties of coal measures rocks for numerical modelling.” In Proc., Symp. on Geology in Longwall Mining, 63–72. Sydney, NSW: University of New South Wales.
Mitchell, G. W. 2009. “Longwall mining.” In Australasian coal mining practice, 340–375. Melbourne, VIC: Australasian Institute of Mining and Metallurgy.
Peng, S. S. 2008. Coal mine ground control. Morgantown, WV: West Virginia University.
Seedsman, R. W. 2001. “Geotechnical sedimentology—its use in underground coal mining.” Int. J. Coal Geol. 45 (2–3): 147–153.
Shabanimashcool, M., L. Jing, and C. Li. 2014. “Discontinuous modelling of stratum cave-in in a longwall coal mine in the Arctic area.” Geotech. Geol. Eng. 32 (5): 1239–1252.
Singh, G. S. P. 2015. “Conventional approaches for assessment of caving behaviour and support requirement with regard to strata control experiences in longwall workings.” J. Rock Mech. Geotech. Eng. 7 (3): 291–297.
Singh, G. S. P., and U. K. Singh. 2010. “Numerical modeling study of the effect of some critical parameters on caving behavior of strata and support performance in a longwall working.” Rock Mech. Rock Eng. 43 (4): 475–489.
Vakili, A. 2009. “Cavability assessment in longwall top coal caving technology.” Ph.D. thesis, School of Mining Engineering, Univ. of New South Wales.
Vakili, A., and B. K. Hebblewhite. 2010. “A new cavability assessment criterion for longwall top coal caving.” Int. J. Rock Mech. Min. Sci. 47 (8): 1317–1329.
Whittles, D. N., D. J. Reddish, and I. S. Lowndes. 2007. “The development of a coal measure classification (CMC) and its use for prediction of geomechanical parameters.” Int. J. Rock Mech. Min. Sci. 44 (4): 496–513.
Wilson, A. H. 1983. “The stability of underground workings in the soft rocks of the coal measures.” Int. J. Min. Eng. 1 (2): 91–187.
Yu, B., J. Zhao, T. Kuang, and X. Meng. 2015. “In situ investigations into overburden failures of a super-thick coal seam for longwall top coal caving.” Int. J. Rock Mech. Min. Sci. 78: 155–162.
Yu, B., J. Zhao, and H. Xiao. 2017. “Case study on overburden fracturing during longwall top coal caving using microseismic monitoring.” Rock Mech. Rock Eng. 50 (2): 507–511.
Zhang, B., and S. Cao. 2015. “Study on first caving fracture mechanism of overlying roof rock in steep thick coal seam.” Int. J. Min. Sci. Technol. 25 (1): 133–138.
Zhang, G., W. Zhang, C. Wang, G. Zhu, and B. Li. 2016. “Mining thick coal seams under thin bedrock—Deformation and failure of overlying strata and alluvium.” Geotech. Geol. Eng. 34 (5): 1553–1563.
Zhang, K., T. Yang, H. Bai, and R. P. Gamage. 2018. “Longwall mining-induced damage and fractures: Field measurements and simulation using FDM and DEM coupled method.” Int. J. Geomech. 18 (1): 04017127. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001040.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 5May 2020

History

Received: Nov 4, 2018
Accepted: Nov 1, 2019
Published online: Mar 16, 2020
Published in print: May 1, 2020
Discussion open until: Aug 17, 2020

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Authors

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Dept. of Underground Mining, Hanoi Univ. of Mining and Geology, Hanoi, Vietnam, Hanoi 100000 (corresponding author). ORCID: https://orcid.org/0000-0002-0212-888X. Email: [email protected]
Xuan Nam Bui, Ph.D.
Professor, Dept. of Surface Mining, Hanoi Univ. of Mining and Geology, Hanoi, Vietnam, Hanoi 100000.

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