Technical Papers
Nov 13, 2019

Prediction of Rockburst Based on Multidimensional Connection Cloud Model and Set Pair Analysis

Publication: International Journal of Geomechanics
Volume 20, Issue 1

Abstract

Prediction of rockburst involves numerous random and fuzzy indicators asymmetrically distributed in finite intervals. Herein, a novel multidimensional connection cloud model was introduced to depict uncertainties and distribution characteristics of indicators, and the fuzziness of the classification boundary. In the model, numerical characteristics of the connection cloud model were first determined on the basis of the set pair analysis (SPA) of measured indicators relative to the classification standard. Then a multidimensional connection cloud model was presented to express the interval-valued classification standard. Next, based on the combination weight specified by a distance function, the integrated connection degree for a grade was identified for the sample. Finally, a case study and comparison of the proposed model with the normal cloud model and extensible evaluation method were performed to confirm the validity and reliability of the proposed model. The results show that the proposed model, with a quicker and simpler calculation process than a normal cloud model, can describe the multiple types of uncertainties of interval-valued indicators and overcome the subjectivity when determining numerical characteristics of the cloud model.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request, including data used in the case study and code generated for one of the examples in this paper.

Acknowledgments

Financial support for this study from the National Natural Sciences Foundation of China (Nos. 51579059 and 41172274) and the National Key Research and Development Program of China under Grant Nos. 2016YFC0401303 and 2017YFC1502405 is gratefully acknowledged.

References

Banerjee, S. K., and D. Chakraborty. 2018. “Behavior of twin tunnels under different physical conditions.” Int. J. Geomech. 18 (8): 06018018. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001216.
Barton, N., R. Lien, and J. Lunde. 1974. “Engineering classification of rock masses for the design of tunnel support.” Rock Mech. Rock Eng. 6 (4): 189–236. https://doi.org/10.1007/BF01239496.
Brauner, G. 1994. Rockbursts in coal mines and their prevention. Rotterdam, Netherlands: A.A. Balkema.
Chen, X., X. B. Qi, X. B. Cai, and Y. P. Shen. 2009. “Extensional evaluation method and its application in the judgments of rockburst.” [In Chinese.] J. Beijing Jiaotong Univ. 33 (1): 99–103.
Gong, L. B., J. Nemcik, and T. Ren. 2018. “Numerical simulation of the shear behavior of rock joints filled with unsaturated soil.” Int. J. Geomech. 18 (9): 04018112. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001253.
Hoek, E., and E. T. Brown. 1980. “Empirical strength criterion for rock masses.” J. Geotech. Eng. Div. 106 (9): 1013–1035.
Kidybiński, A. 1981. “Bursting liability indices of coal.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 18 (4): 295–304. https://doi.org/10.1016/0148-9062(81)91194-3.
Kurzeja, J., and J. Kornowski. 2013. “The basic assumptions of the quantitative version of the comprehensive method of rockburst hazard evaluation.” Gospod. Surowcami Min.-Min. Resour. Manage. 29 (2): 193–204. https://doi.org/10.2478/gospo-2013-0012.
Li, X., X. Wang, Y. Kang, and Z. He. 2005. “Artificial neural network for prediction of rockburst in deep-buried long tunnel.” In Vol. 3498 of Proc., Int. Symp. on Neural Networks, 983–986. New York: Springer.
Li, Z. L., L. M. Dou, G. F. Wang, W. Cai, J. He, and Y. L. Ding. 2015. “Risk evaluation of rock burst through theory of static and dynamic stresses superposition.” J. Cent. South Univ. 22 (2): 676–683. https://doi.org/10.1007/s11771-015-2570-2.
Liu, Q., M. Wang, X. Wang, F. Shen, and J. Jin. 2018. “Land eco-security assessment based on the multi-dimensional connection cloud model.” Sustainability 10 (6): 2096. https://doi.org/10.3390/su10062096.
Marek, U. 2009. “Monitoring of methane and rockburst hazards as a condition of safe coal exploitation in the mines of Kompania Weglowa SA.” Procedia Earth Planet. Sci. 1 (1): 54–59. https://doi.org/10.1016/j.proeps.2009.09.011.
Marian, T. 2011. “Directions of changes of hard coal output technologies in Poland.” Min. Sci. Technol. 21 (1): 1–5. https://doi.org/10.1016/j.mstc.2009.08.001.
Müller, L. 2007. Fundamentals of rock mechanics. London: Blackwell.
Ortlepp, W. D., and T. R. Stacey. 1994. “Rockburst mechanisms in tunnels and shafts.” Tunnelling Underground Space Technol. 9 (1): 59–65. https://doi.org/10.1016/0886-7798(94)90010-8.
Patynska, R. 2013. “The consequences of rock burst hazard for Silesian companies in Poland.” Acta Geodynamica Geomater. 10 (2): 227–235. https://doi.org/10.13168/AGG.2013.0023.
Turchaninov, I. A., and G. A. Markov. 1981. “Conditions of changing of extra-hard rock into weak rock under the influence of tectonic stresses of massifs.” In Proc., ISRM Int. Symp. Salzburg, Austria: International Society for Rock Mechanics and Rock Engineering.
Wang, C. 2017. Evolution, monitoring and predicting models of rockburst. Singapore: Springer. https://doi.org/10.1007/978-981-10-7548-3.
Wang, C. L., A. X. Wu, H. Lu, T. C. Bao, and X. H. Liu. 2015. “Predicting rockburst tendency based on fuzzy matter-element model.” Int. J. Rock Mech. Min. Sci. 75 (Apr): 224–232. https://doi.org/10.1016/j.ijrmms.2015.02.004.
Wang, M. W., and J. L. Jin. 2017. The theory and applications of connection numbers. [In Chinese.] Beijing: Science Press.
Wang, M. W., J. L. Jin, and Y. L. Zhou. 2014. Set pair analysis based coupling methods and applications. [In Chinese.] Beijing: Science Press.
Wang, Y. C., Y. Q. Shang, H. Y. Sun, and X. S. Yan. 2010. “Study of prediction of rockburst intensity based on efficacy coefficient method.” [In Chinese.] Rock Soil Mech. 31 (2): 529–534.
Xue, Y. G., Z. Q. Li, S. C. Li, D. H. Qiu, Y. F. Tao, L. Wang, W. M. Yang, and K. Zhang. 2019. “Prediction of rock burst in underground caverns based on rough set and extensible comprehensive evaluation.” Bull. Eng. Geol. Environ. 78 (1): 417–429. https://doi.org/10.1007/s10064-017-1117-1.
Yu, Y., B. R. Chen, C. J. Xu, X. H. Diao, L. H. Tong, and Y. F. Shi. 2017. “Analysis for microseismic energy of immediate rockbursts in deep tunnels with different excavation methods.” Int. J. Geomech. 17 (5): 04016119. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000805.
Zhao, K. Q. 2000. Set pair analysis and its preliminary application. [In Chinese.] Hangzhou, China: Zhejiang Science and Technology Press.
Zhou, K. P., Y. Lin, J. H. Hu, and Y. L. Zhou. 2016. “Grading prediction of rockburst intensity based on entropy and normal cloud model.” [In Chinese.] Rock Soil Mech. 37 (1): 596–601. https://doi.org/10.16285/j.rsm.2016.S1.078.
Zhu, L. G., and M. Huang. 2011. “Analysis and evaluation of grey incidence system for rockburst prediction.” [In Chinese.] J. Eng. Geol. 19 (5): 664–668.
Zhu, Q., T. D. Jia, M. Fei, K. Wu, and X. Sun. 2011. “Using a Delphi method and the analytic hierarchy process to evaluate Chinese search engines.” Online Inf. Rev. 35 (6): 942–956. https://doi.org/10.1108/14684521111193210.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 1January 2020

History

Received: Sep 4, 2018
Accepted: Jun 6, 2019
Published online: Nov 13, 2019
Published in print: Jan 1, 2020
Discussion open until: Apr 13, 2020

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Authors

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Professor, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, 193 Tunxi Rd., Hefei 230009, PR China (corresponding author). ORCID: https://orcid.org/0000-0001-5680-5199. Email: [email protected]
Ph.D. Candidate, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei 230009, China. Email: [email protected]
Master Student, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei 230009, China. Email: [email protected]
Fengqiang Shen [email protected]
Associate Professor, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei 230009, China. Email: [email protected]
Juliang Jin [email protected]
Professor, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei 230009, China. Email: [email protected]

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