The Test Study on Fracture Mechanism and Reinforcement Pattern of Backfill Roof under High Stress

Article Preview

Abstract:

The roof is cemented backfill in underhand drift cut-and-filling stopping, stability of cemented fills is the key to safety of mining. Through numerical simulation test, simply supported beams subjected to uniform was considered mechanical model of backfill roof. and failure modes of backfill roof was found through physical modeling experiment. The results show that the failure of backfill roof is first happening from the center at the bottom of backfill, the final result is that falling arch. Based on the the result of the experiment, finally, The reasonable reinforcement pattern was proposed to avoid failure of backfill roof.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

5041-5047

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] WU A X, HAN B, LIU T Y. Backfill technical-economic analysis of underhand drift cut-and-fill stoping based on reliability theory. ZHOU A M. Proceeding of the 8thInternational Symposium on Mining with Backfill. Beijing: The Nonferrous Metals Society of China(2004), p.41

Google Scholar

[2] Heng-hu Sun, Wen-yong Liu, Yu-cheng Huang, et al. Mining technology backfilled by high water solidified material .Beijing: China Machine Press,1998(In Chinese)

Google Scholar

[3] Bin Han, Ai-xiang Wu, Jian Deng, et al. J.CENT.SOU-THUNIV, Vol .37(3)(2006), p.583 (In Chinese)

Google Scholar

[4] O'Toole D. Engineering and Mining Journal ,Vol. 205 (12)(2004), p.27

Google Scholar

[5] Cong-wu Xu, Dao-hui. Xie. Metal mine, Vol. 11(2008), p.33(In Chinese)

Google Scholar

[6] Wang C M. Timoshenko. Journal of Engineering Mechanics ASCE, Vol. 121(1995), p.763

Google Scholar

[7] Timoshenko S, Gere J. Mechanics of materials. Beijing: Science Press,1978.(In Chinese).

Google Scholar

[8] Wang J T, Lin C. Composite Structures, Vol. 34(1996), p.397

Google Scholar

[9] Kardomateas G A, Schmueser D W. AIAA Journal, Vol. 26(3)(1988), p.337

Google Scholar

[10] Pei-lin Gong, Yao-qing Hu, Yang-sheng Zhao, et al. Chinese Journal of Rock Mechanics and Engineering, Vol. 24 (23)(2005), p.4396 (In Chinese)

Google Scholar

[11] Jian-quan Zhang, Bao-jin Yan, Guo-hua Liao. Metal Mine, Vol. 8(2002), p.10 (In Chinese)

Google Scholar

[12] Wei-liang Jin, Li-bing Jin. International Journal of Structural Engineering, Vol. 1(1)(2009), p.40

Google Scholar