Effect of a Hole Drilled Under Different Stress Conditions on the Behaviour of a Coal Specimen

Jump To References Section

Authors

  • State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou, Jiangsu 221116 ,CN
  • State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou, Jiangsu 221116 ,CN
  • State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou, Jiangsu 221116 ,CN
  • State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou, Jiangsu 221116 ,CN
  • State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou, Jiangsu 221116 ,CN

Keywords:

Coal specimen; failure characteristics; drilling hole; tri-axial compression; AE events.

Abstract

The drilling hole is an effective measure used to forecast and prevent rock bursts and is widely used during mining operations. To study the effect of a hole drilled under different stress conditions on the behaviour of a coal specimen, a drilling and reloading experiment is carried out. With increasing vertical load, the failure mode of the specimens is transformed from slow deformation to one entailing an undesirable brittle failure when a hole is drilled. The vertical load at the cut-off point between slow deformation and undesirable brittle failure is equal to, or slightly less than, 65MPa. The vertical stress-strain curve of a coal specimen with a hole could be divided into three stages, and its turning point between the first stage and the second stage is related to the stress on the coal specimen after drilling; acoustic emission events seldom occurred in the first stage, rapidly increased in the second stage, and remained at a higher level throughout the third stage. However, the vertical stress-strain curve of that coal specimen without a hole tended to be linear, and AE event counts gradually increased to a maximum. Due to the differences in the various coal specimens, there are two main failure modes seen in samples with a hole upon reloading. The failure mode is determined by the relationship between the reloading initial crack load and the stress after drilling. When the reloading initial micro-crack load is less than the stress after drilling, the coal specimen cracked slowly, otherwise, the specimens ruptured suddenly. We also found that a hole drilled can reduce the difference between the vertical stress and the confining pressure, and increase AE event counts when the coal specimen is reloaded.

Downloads

Download data is not yet available.

Metrics

Metrics Loading ...

Downloads

Published

2022-10-20

How to Cite

Shen, W., Dou, L.-M., He, H., Zhu, G.-A., & Zhang, M. (2022). Effect of a Hole Drilled Under Different Stress Conditions on the Behaviour of a Coal Specimen. Journal of Mines, Metals and Fuels, 67(4), 213–220. Retrieved from https://informaticsjournals.com/index.php/jmmf/article/view/31544

Issue

Section

Articles

 

References

Kienzler R., Duan Z., (1987): On the Distribution of Hoop Stresses Around Circular Holes in Elastic Sheets. J. Appl. Mech. 54(1), 110-114.

Ukadgaonker V.G., (1980): Stress analysis of a plate containing two circular holes having tangential stresses. Aiaa J. 18(1), 125-128.

Zimmerman R.W., (1988): Second-order approximation for the compression of an elastic plate containing a pair of circular holes. ZAMM. Z. Angew. Math. Mech. (68), 575-577.

Zimmerman R.W., (1988): Stress concentration around a pair of circular holes in a hydrostatically stresses elastic sheet. J. Appl. Mech. (55), 487-488.

Zimmerman R.W., (1988): Stress singularity around two nearby holes. Mech. Res. Commun. 15 (2), 87-90

Duan K.X., Chen X.H., Zhang W.J., (2003): Discussion of borehole burst experiment and the stress criterion of rock burst. J. China Coal Soc. 28(5), 500-504. (In Chinese)

Zhu Q.H., Lu W.B., Sun J.S., et al., (2009): Prevention of rockburst by guide holes based on numerical simulations. Min. Sci. Tech. 19(3), 346-351.

Cao W., Li.X., Tao M., et al., (2016): Vibrations induced by high initial stress release during underground excavations. Tunn. Undergr. Sp. Tech. 53, 78-95.

Barla M., (2008): Numerical simulation of the swelling behavior around tunnels based on special triaxial tests. Tunn. Undergr. Sp. Tech. 23(5), 508-521.

Meng Q., Han L., Yu X., et al., (2016): Numerical simulation study of the failure evolution process and failure mode of surrounding rock in deep soft rock roadways. Int. J. Min. Sci. Tech. 26(2), 209-221.

Li L.C., Tang C.A., Wang S.Y., et al., (2013): A coupled thermo-hydrologic-mechanical damage model and associated application in a stability analysis on a rock pillar. Tunn. Undergr. Sp. Tech. 34(1), 38-53.

Wang S.Y., Sloan S.W., Sheng D.C., et al., (2012): Numerical analysis of the failure process around a circular opening in rock. Comput. Geotech. 39 (1), 8-16.

Jia P., Zhu W.C., (2015): Mechanism of zonal disintegration around deep underground excavations under triaxial stress – Insight from numerical test. Tunn. Undergr. Sp. Tech. 48(11), 1-10.

Fakhimi A., Carvalho F., Ishida T., et al., (2002): Simulation of failure around a circular opening in rock. Int. J. Rock. Mech. Min. 39(2), 507-515.

Zhang S.R., Sun B., Wang C., et al., (2014): Influence of intermediate principal stress on failure mechanism of hard rock with a pre-existing circular opening. J. Cent. South Univ. T. 21(4), 1571-1582.

Yang X.X., Jing H.W., Chen K.F., (2016): Numerical simulations of failure behavior around a circular opening in a non-persistently jointed rock mass under biaxial compression. Int. J. Min. Sci. Tech. 26, 729-738.

Aker E., Kühn D., Vavryèuk V., et al., (2014): Experimental investigation of acoustic emissions and their moment tensors in rock during failure. Int. J. Rock Mech. Min. 70(3), 286-295.

Yang S.Q., Liu X.R., Li Y.S., (2012): Experimental analysis of mechanical behavior of sandstone containing hole and fissure under uniaxial compression. Chin. J. Rock Mech. Eng. 31(S2), 3539- 3546. (in Chinese)

Chen X.H., (2004): Research on the occurrence conditions of tectonic stress type of rock burst [D]. Liaoning technical university Publishing House. 15-25. (In Chinese)

Brauner G., Li Y.S., (1985): The underground pressure and rockburst [M]. China Coal Industry Publishing House. 56-60. (In Chinese)

Huang B.X., Liu J.W., (2013): The effect of loading rate on the behavior of samples composed of coal and rock. Int. J. Rock Mech. Min. Sci. 61(10), 23-30.