Technical Papers
Sep 21, 2020

Experimental Investigation and Numerical Analyses for Red Sandstone Rock Fragmentation

Publication: International Journal of Geomechanics
Volume 20, Issue 12

Abstract

The effects of initial stress conditions and rock breaking parameters on rock fragmentation were investigated through indentation tests and numerical analysis with a discrete element method (DEM). Different initial stress conditions and the thrusting velocity of the cutter were the focus in the design of indentation tests. Some indicators were used to reflect the instability of the thrusting force, rock breaking efficiency, failure patterns, and the fluctuation of force-penetration response. The indentation results show that rock failure patterns have a closed correlation with initial stress conditions and loading rate. All tests showed several distinct chipping phases, and obvious chiseled pit and crushed rock could be observed on the top surface of each rock specimen. Moreover, rock brittleness was evaluated by the fluctuation of force-penetration curves; this study also revealed the changing law of peak and mean thrusting force. In addition, the numerical simulation of indentation tests reproduced the development process of rock fragmentation and crack propagation. Increasing confining stress restrained the propagation of vertical and lateral cracks, whereas the axial stress had the effect of restraining the propagation of radial cracks. However, there is a critical confining stress that causes different results of fractured depth. Therefore, this investigation is beneficial for optimizing the cutting parameters to promote rock breaking efficiency.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The research was supported by the National Key Research and Development Program of China (Grant No. 2016YFC0600904).

References

Alehossein, H., E. Detournay, and H. Huang. 2000. “An analytical model for the indentation of rocks by blunt tools.” Rock Mech. Rock Eng. 33 (4): 267–284. https://doi.org/10.1007/s006030070003.
Balci, C., and N. Bilgin. 2007. “Correlative study of linear small and full-scale rock cutting tests to select mechanized excavation machines.” Int. J. Rock Mech. Min. Sci. 44 (3): 468–476. https://doi.org/10.1016/j.ijrmms.2006.09.001.
Balci, C., M. A. Demircin, H. Copur, and H. Tuncdemir. 2004. “Estimation of optimum specific energy based on rock properties for assessment of roadheader performance (567BK).” J. South Afr. Inst. Min. Metall. 104 (11): 633–641.
Bilgin, N., M. A. Demircin, H. Copur, C. Balci, H. Tuncdemir, and N. Akcin. 2006. “Dominant rock properties affecting the performance of conical picks and the comparison of some experimental and theoretical results.” Int. J. Rock Mech. Min. Sci. 43 (1): 139–156. https://doi.org/10.1016/j.ijrmms.2005.04.009.
Cai, M., L. Qiao, and H. Li. 1995. Principle and technology of geostress measurement. Beijing: Science Press.
Chen, L. H., and J. F. Labuz. 2006. “Indentation of rock by wedge-shaped tools.” Int. J. Rock Mech. Min. Sci. 43 (7): 1023–1033. https://doi.org/10.1016/j.ijrmms.2006.03.005.
Cho, J. W., S. Jeon, H. Y. Jeong, and S. H. Chang. 2013. “Evaluation of cutting efficiency during TBM disc cutter excavation within a Korean granitic rock using linear-cutting-machine testing and photogrammetric measurement.” Tunnelling Underground Space Technol. 35: 37–54. https://doi.org/10.1016/j.tust.2012.08.006.
Cho, J. W., S. Jeon, S. H. Yu, and S. H. Chang. 2010. “Optimum spacing of TBM disc cutters: A numerical simulation using the three-dimensional dynamic fracturing method.” Tunnelling Underground Space Technol. 25 (3): 230–244. https://doi.org/10.1016/j.tust.2009.11.007.
Cho, N., C. D. Martin, and D. C. Sego. 2007. “A clumped particle model for rock.” Int. J. Rock Mech. Min. Sci. 44 (7): 997–1010. https://doi.org/10.1016/j.ijrmms.2007.02.002.
Chong, S., Z. Qiang, and W. Shengnian. 2018. Numerical simulation technology and application with particle flow code. Beijing: China Building Industry Press.
Cigla, M., and L. Ozdemir. 2000. “Computer modeling for improved production of mechanical excavators.” In SME Annual Meeting, 1–12. Salt Lake, UT: Society for Mining, Metallurgy & Exploration (SME).
Cigla, M., S. Yagiz, and L. Ozdemir. 2001. “Application of tunnel boring machines in underground mine development.” In Proc., 17th Int. Mining Congress and Exhibition of Turkey, 155–164. Ankara, Turkey: UCTEA Chamber of Mining Engineers of Turkey.
Copur, C., N. Bilgin, H. Tuncdemir, and C. Balci. 2003. “A set of indices based on indentation tests for assessment of rock cutting performance and rock properties.” J. South Afr. Inst. Min. Metall. 103 (9): 589–600.
Ergin, H., and O. Acaroglu. 2007. “The effect of machine design parameters on the stability of a roadheader.” Tunnelling Underground Space Technol. 22 (1): 80–89. https://doi.org/10.1016/j.tust.2006.04.003.
Huang, H., and E. Detournay. 2013. “Discrete element modeling of tool-rock interaction II: Rock indentation.” Int. J. Numer. Anal. Methods Geomech. 37 (13): 1930–1947. https://doi.org/10.1002/nag.2114.
Innaurato, N., C. Oggeri, P. P. Oreste, and R. Vinai. 2007. “Experimental and numerical studies on rock breaking with TBM tools under high stress confinement.” Rock Mech. Rock Eng. 40 (5): 429–451. https://doi.org/10.1007/s00603-006-0109-4.
Johnson, K. L., and L. M. Keer. 1986. “Contact mechanics.” J. Tribol. 108 (4): 659. https://doi.org/10.1115/1.3261297.
Kaiser, P. K. 2006. “Rock mechanics considerations for construction of deep tunnels in brittle rock.” In Rock mechanics in underground construction: (With CD-ROM), edited by C. F. Leung, and Y. X. Zhou, 47–58. Singapore: World Scientific.
Leitner, W., and E. Schneider. 2003. “Penetration prediction models for hard rock tunnel boring machines.” Felsbau 21 (6): 8–13.
Li, X., S. Wang, and S. Wang. 2018. “Experimental investigation of the influence of confining stress on hard rock fragmentation using a conical pick.” Rock Mech. Rock Eng. 51 (1): 255–277. https://doi.org/10.1007/s00603-017-1309-9.
Li, X. B., J. R. Yao, and K. Du. 2013. “Preliminary study for induced fracture and non-explosive continuous mining in high-geostress hard rock mine: A case study of Kaiyang phosphate mine.” Chin. J. Rock Mech. Eng. 32 (6): 1101–1111.
Liu, H. Y., S. Q. Kou, and P.-A. Lindqvist. 2005. “Numerical studies on the inter-particle breakage of a confined particle assembly in rock crushing.” Mech. Mater. 37 (9): 935–954. https://doi.org/10.1016/j.mechmat.2004.10.002.
Ma, H., Q. Gong, J. Wang, L. Yin, and X. Zhao. 2016. “Study on the influence of confining stress on TBM performance in granite rock by linear cutting test.” Tunnelling Underground Space Technol. 57: 145–150. https://doi.org/10.1016/j.tust.2016.02.020.
Ma, H., L. Yin, and H. Ji. 2011. “Numerical study of the effect of confining stress on rock fragmentation by TBM cutters.” Int. J. Rock Mech. Min. Sci. 48 (6): 1021–1033. https://doi.org/10.1016/j.ijrmms.2011.05.002.
Pan, Y., Q. Liu, J. Liu, X. Peng, and X. Kong. 2018. “Full-scale linear cutting tests in Chongqing Sandstone to study the influence of confining stress on rock cutting forces by TBM disc cutter.” Rock Mech. Rock Eng. 51 (6): 1697–1713. https://doi.org/10.1007/s00603-018-1412-6.
Potyondy, D. O., and P. A. Cundall. 2004. “A bonded-particle model for rock.” Int. J. Rock Mech. Min. Sci. 41 (8): 1329–1364. https://doi.org/10.1016/j.ijrmms.2004.09.011.
Qi, G., W. Zhengying, M. Hao, and C. Qiao. 2016. “Numerical and experimental research on the rock-breaking process of tunnel boring machine normal disc cutters.” J. Mech. Sci. Technol. 30 (4): 1733–1745. https://doi.org/10.1007/s12206-016-0329-9.
Rostami, J., L. Ozdemir, and D. M. Neil. 1994. “Application of heavy duty roadheaders for underground development of the yucca mountain exploratory study facility.” In Proc., Int. High Level Radioactive Waste Management Conf., 22–26. Las Vegas, NV: ASCE.
Saksala, T. 2016. “Numerical study of the influence of hydrostatic and confining pressure on percussive drilling of hard rock.” Comput. Geotech. 76: 120–128. https://doi.org/10.1016/j.compgeo.2016.02.021.
Si-Fei, L., L. Shuai-Feng, W. Zhi-Jun, and C. Jing-Yi. 2019. “Investigation of the influence mechanism of rock damage on rock fragmentation and cutting performance by the discrete element method.” R. Soc. Open Sci. 6 (5): 190116. https://doi.org/10.1098/rsos.190116.
Szwedzicki, T. 1998. “Indentation hardness testing of rock.” Int. J. Rock Mech. Min. Sci. 35 (6): 825–829. https://doi.org/10.1016/S0148-9062(97)00334-3.
Wang, S., X. Li, K. Du, and S. Wang. 2018. “Experimental investigation of hard rock fragmentation using a conical pick on true triaxial test apparatus.” Tunnelling Underground Space Technol. 79: 210–223. https://doi.org/10.1016/j.tust.2018.05.006.
Xiaohe, X., and Y. Jing. 1984. Rock fragmentation. Beijing: China Coal Industry Publishing House.
Xuefeng, L., W. Shibo, G. Shirong, R. Malekian, and L. Zhixiong. 2018. “Investigation on the influence mechanism of rock brittleness on rock fragmentation and cutting performance by discrete element method.” Measurement 113: 120–130. https://doi.org/10.1016/j.measurement.2017.07.043.
Yagiz, S. 2009. “Assessment of brittleness using rock strength and density with punch penetration test.” Tunnelling Underground Space Technol. 24 (1): 66–74. https://doi.org/10.1016/j.tust.2008.04.002.
Yang, D., J. Li, L. Wang, K. Gao, Y. Tang, and Y. Wang. 2015. “Experimental and theoretical design for decreasing wear in conical picks in rotation-drilling cutting process.” Int. J. Adv. Manuf. Technol. 77 (9–12): 1571–1579. https://doi.org/10.1007/s00170-014-6472-5.
Yang, S.-Q., Y.-H. Huang, H.-W. Jing, and X.-R. Liu. 2014. “Discrete element modeling on fracture coalescence behavior of red sandstone containing two unparallel fissures under uniaxial compression.” Eng. Geol. 178: 28–48. https://doi.org/10.1016/j.enggeo.2014.06.005.
Yang, S.-Q., P.-F. Yin, and Y.-H. Huang. 2019. “Experiment and discrete element modelling on strength, deformation and failure behaviour of shale under Brazilian compression.” Rock Mech. Rock Eng. 52: 4339–4359. https://doi.org/10.1007/s00603-019-01847-z.
Yang, X.-X., and W.-G. Qiao. 2018. “Numerical investigation of the shear behavior of granite materials containing discontinuous joints by utilizing the flat-joint model.” Comput. Geotech. 104: 69–80. https://doi.org/10.1016/j.compgeo.2018.08.014.
Yin, L. J., Q. M. Gong, H. S. Ma, J. Zhao, and X. B. Zhao. 2014a. “Use of indentation tests to study the influence of confining stress on rock fragmentation by a TBM cutter.” Int. J. Rock Mech. Min. Sci. 72: 261–276. https://doi.org/10.1016/j.ijrmms.2014.07.022.
Yin, L. J., Q. M. Gong, and J. Zhao. 2014b. “Study on rock mass boreability by TBM penetration test under different in situ stress conditions.” Tunnelling Underground Space Technol. 43: 413–425. https://doi.org/10.1016/j.tust.2014.06.002.
Yu, H. S., and G. T. Houlsby. 1990. “Cavity expansion theory and its application to the analysis of pressuremeters.” Ph.D. thesis, Dept. of Engineering Science, Univ. of Oxford.
Zhai, S. F., S. H. Cao, X. P. Zhou, and J. Bi. 2019. “Numerical study on effects of confining stress on rock fragmentation by TBM cutters.” Yantu Gongcheng Xuebao/Chin. J. Geotech. Eng. 41 (1): 154–160.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 12December 2020

History

Received: Jan 5, 2020
Accepted: Jul 30, 2020
Published online: Sep 21, 2020
Published in print: Dec 1, 2020
Discussion open until: Feb 21, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Student, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou, 221116 Jiangsu Province, China. ORCID: https://orcid.org/0000-0002-4194-7730. Email: [email protected]
Ph.D. Student, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou, 221116 Jiangsu Province, China. Email: [email protected]
Ph.D. Student, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou, 221116 Jiangsu Province, China. ORCID: https://orcid.org/0000-0001-5681-743X. Email: [email protected]
Weihao Yang [email protected]
Professor, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou, 221116 Jiangsu Province, China (corresponding author). Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share