바로가기메뉴

본문 바로가기 주메뉴 바로가기

(사)한국터널지하공간학회

A study on the fast prediction of the fragmentation zone using artificial neural network when a blasting occurs around a tunnel

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2013, v.15 no.2, pp.81-95


Abstract

When collapse occurs due to explosion near a tunnel, fragmentation zone should be quickly comprehended to recover the function of the tunnel. In this study, explosion behavior is to be understood and a method is described for a fast prediction of the fragmentation zone. To this end, the various 3D-meshes were made by using SolidWorks and explosion analyses were performed by using AUTODYN. The influence of explosion variables such as explosion location on fragmentation volume was examined by performing sensitivity analyses and analyzing their results. Also, a training database was established for an artificial neural network analysis, the optimal training model was selected, and the predicted results for fragmentation volume and radius were verified. As a result, it was confirmed that the demonstrated mothed in this study could be effectively used for the fast prediction of fragmentation zone.

keywords
Blasting, Tunnel, Artificial neural network, Fragmentation zone, 폭발, 터널, 인공신경망, 파쇄영역

Reference

1.

1. Ahn, M.S., Ryu C.H., Park, J.N., Kwun J.A. (2001), “A study on the safe blast design to increase slope stability”, The Journal of Korea Society for Explosives and Blasting Engineering, Vol. 19, No. 1, pp. 85-92.

2.

2. ANSYS, Inc. (2010), ANSYS AUTODYN, Ver. 13, ANSYS Inc., USA.

3.

3. Cho, J.W., Yu, S.H., Jeon, S.W., Chang, S.H. (2008), “Numerical study on rock fragmentation by TBM disc cutter”, Journal of Korea Tunnelling Association, Vol. 10, No. 2, pp. 139-152.

4.

4. Konya, C.J., Walter, E.J. (1991), Rock blasting and overbreak control, National Highway Institute, p. 430.

5.

5. Math Works Inc. (2010), MATLAB : Neural Network ToolboxTM User's Guide, Ver. R2011b, Math Works Inc., p. 404.

6.

6. Pao, Y. (1989), Adaptive pattern recognition and neural networks, Addison - Wesley, p. 309.

7.

7. Park, J.W. (2012), Analysis of structure subjected to blast load using parallel and domain, Master Thesis, Hanyang University, p. 50

8.

8. Riedel, W., Thoma, K., Hiermaier, S., Schmolinske, E. (1999), “Penetration of reinforced concrete by BETAB-500 numerical analysis using a new macroscopic concrete model for hydrocodes” The 9th Int. Sym. Interaction of the Effects of Munitions with Structures, Berlin, Germany, pp. 315-322.

9.

9. Shin, H.S., Kwon, Y.C. (2009), “Development of a window-shifting ANN training method for a quantitative rock classification in unsampled rock zone”, Journal of Korea Tunnelling Association, Vol. 11, No. 2, pp. 151-162.

10.

10. SolidWorks Corp. (2011), SolidWorks 3D, Ver. 2011, SolidWorks Corp, Massachusetts, USA.

11.

11. Wasserman, P.D. (1989), Neural computing : Theory and practice, Van Nostrand Reinhold Co., New York, USA, p. 230.

12.

12. You, K.H., Kim, D.H. (2012), “A study on the influence of blasting location on tunnel fragmentation zone”, 2012 Korean Geotechnical Society, Geo Expo, pp. 1611-1615.

13.

13. You, K.H., Son, M.K. (2013), “Hauling time prediction of the muck generated by a blasting around a tunnel”, Journal of Korean Tunnelling and Underground Space Association, Vol. 15, No. 1, pp. 33-47.

14.

14. You. K.H., Song, W.Y. (2012), “A case study on a tunnel back analysis to minimize the uncertainty of ground properties based on artificial neural network”, Journal of Korean Tunnelling and Underground Space Association, Vol. 14, No. 1, pp. 37-53.

(사)한국터널지하공간학회