Chracterizition of Dynamic Properties of Roof Bolts and their Applications

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Abstract:

The dynamic properties of rock bolts are characterized by measurement. The acceleration and strain of a rock bolt specimen were recorded using axial impact testing in laboratory environment. The systems dynamic properties such as natural frequencies and damping are characterized by using spectral analysis and Wavelet method. The characterized dynamic properties are used to update and calibrate a system simulation model, which is a multiple-degree-of-freedom system involving roof mass, the roof bolt, grout interface and head connections. The proposed approach enables accurately and effectively quantifying system dynamic parameters and establishing the analytical model for the design, development and performance monitoring of roof bolting systems.

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Periodical:

Advanced Materials Research (Volumes 875-877)

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599-604

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February 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] L. Martín, M. Tijani, F. Hadj-Hassen: Construction and Building Materials Vol. 25 (2011), p.749.

Google Scholar

[2] Y. Cui, D.H. Zou: Journal of Applied Geophysics Vol. 79 (2012), p.64.

Google Scholar

[3] J.L. Cheng, X.Y. Sun, L. Feng, Y.B. Yuan: Safety Science Vol. 50 (2012), p.783.

Google Scholar

[4] D.D. Tannant, R.K. Brummer, and X. Yi: Min. Sci. and Geomech, Vol. 32(6) (1995), p.537.

Google Scholar

[5] X. Yi and P.K. Kaiser: Int. J. Rock Mech. Min. Sci. and Geomech, Vol. 31(6) (1994), p.671.

Google Scholar

[6] J.R. Player, E. Villaescusa, and A.G. Thompson, in: Ground Support in Mining Underground Construction, pages 327–339, 2004, edited by E. Villaescusa and Y. Potvin.

DOI: 10.1201/9780203023921

Google Scholar

[7] A.G. Thompson, J.R. Player, and E. Villaescusa, in: Ground Support in Mining Underground Construction, pages 341–355, 2004, edited by E. Villaescusa and Y. Potvin.

DOI: 10.1201/9780203023921

Google Scholar

[8] L. St-Pierre: Int. J. of Rock Mech. & Min. Sci., Vol. 46, (2009), p.107.

Google Scholar

[9] A. Ansell: Tunneling and Underground Space Technology, Vol. 20 (2005), p.291.

Google Scholar

[10] A. Ansell: Journal of Constructional Steel Research, Vol. 62 (2006) p.501.

Google Scholar

[11] X. Yi and P.K. Kaiser: International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 18 (1994), p.121.

Google Scholar

[12] X. Yi and P.K. Kaiser: Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., Vol. 31(6) (1994) p.671.

Google Scholar

[13] A. Ivanovic, R.D. Neilson: International Journal of Rock Mechanics & Mining Sciences, Vol. 45 (2008) p.941.

Google Scholar

[14] A. Ivanovic, A. Starkey, R.D. Neilson, A.A. Rodger: Advances in Engineering Software, Vol. 34 (2003), p.697.

Google Scholar

[15] W.D. Ortlepp and T.R. Stacey: Tunneling and Underground Space Technology. Vol. 13(1) (1998), p.15.

Google Scholar

[16] S. Harvey, and U. Ozbay, in: 28th International Conf. on Ground Control in Mining, (2009).

Google Scholar

[17] C.C. Li: International Journal of Rock Mechanics & Mining Sciences, Vol. 47 (2010), p.396.

Google Scholar

[18] D.H.S. Zou, J.L. Cheng, R.J. Yue, and X.Y. Sun: Journal of Applied Geophysics, Vol. 72 (2010) p.102.

Google Scholar

[19] S.H. Chen, and I. Shahrour: International Journal of Rock Mechanics & Mining Sciences, Vol. 45 (2008) p.384.

Google Scholar

[20] D.H. Zou, Y. Cui: Journal of Applied Geophysics, Vol. 75 (2011), p.506.

Google Scholar

[21] M.I. Friswell, J.E. Mottershead: Finite element model updating in structural dynamics. (Netherlands, Dordrecht: Kluver Academic, 1995).

Google Scholar