Analysis of Accumulated Damage Effects on the Roof of Mined-Out Areas under Blasting Vibration

Article Preview

Abstract:

Under the repeated blasting vibrations, the roof of the mined-out areas will suddenly collapse and fall because of its accumulated damage, which is a hidden danger for the miners and equipment on the surface. Based on the mined-out areas in Antaibao Surface Mine, the three-dimension engineering geological model and computational model were built using FLAC3D technique. According to the effect of the load of the mechanical construction equipment, and the blasting vibration velocity recorded by field monitoring, the equal-time-interval blasting vibration as normal incidence was exerted on the surface of the mined-out areas three times. Consequently the accumulated damage effect of the roof and surrounding rocks of mined-out areas were analyzed, the stress concentration extent and the range of principal stress were discussed as well. The dynamic response characteristics of deformation and the accumulated progressive displacement were revealed via the monitoring displacement curves. The above mentioned results can provide theoretical and technical basis for similar projects on reducing the hidden danger and ensuring safe mining.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

2346-2351

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Laigui WANG, Cheng LIU, Na Zhao, et al: Journal of Bo hai University (Natural Science Edition), Vol. 28 (2007), p.1.(in Chinese)

Google Scholar

[2] Shengbing GUO, Mingyang WANG, Yuetang ZHAO, et al: World Earthquake Engineering, Vol. 20 (2004), p.137. (in Chinese)

Google Scholar

[3] Shengquan YANG, Jian ZHOU, Qiunan CHEN, et al: Chinese Journal of Underground Space and Engineering, Vol. 2 (2006), p.104. (in Chinese)

Google Scholar

[4] Jihong CUI, Jian ZHOU, Gongmou LIN: Nonferrous Metals, Vol. 60 (2008), p.101. (in Chinese)

Google Scholar

[5] Innaurato N., Mancini R., Cardu M.: Tunneling and Underground Space Technology, Vol. 13 (1998), p.81.

Google Scholar

[6] Changbin Yan, Guoyuan XU, Fei Yang: Chinese Journal of Geotechnical Engineering, Vol. 29 (2007), p.88. (in Chinese)

Google Scholar

[7] Shuren WANG, Manchao HE, Chongfu WU, et al: Research on stability of the slope engineering under complicated engineering conditions (Science Press, Beijing 2007) (in Chinese)

Google Scholar

[8] Baoyun ZHAO, Baoxian LIU, Yiping WAN: Journal of Engineering Geology, Vol. 16 (2008), p.59. (in Chinese)

Google Scholar

[9] Qinghua ZHANG, Liansheng TANG, Yugang WU, et al.: Hydrogeology and Engineering Geology, Vol. 6 (2009), p.76. (in Chinese)

Google Scholar

[10] Yang R, Scovira D. S.: 1st Canada-US Rock Mechanics Symposium-Rock Mechanics Meeting Society's Challenges and Demands, Vol. 2 (2007), p.1547.

DOI: 10.1201/noe0415444019-c193

Google Scholar

[11] Mogi, Gento Kayaku.: Journal of the Japan Explosives Society, Vol. 60 (1999), p.233.

Google Scholar

[12] Singh P. K., Roy M. P.: Transactions of the Institutions of Mining and Metallurgy, Vol. 117 (2008), p.122.

Google Scholar