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     Research Journal of Applied Sciences, Engineering and Technology


Analysis on Backfill Mining of 'Under Three' Coal in Zhouyuanshan Mine and Strata Movement Law

1Weijian Yu, 2Bo Xu, 1Tao Feng and 1Xinyuan Chen
1School of Energy and Safety Engineering, Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan University of Science and Technology, Xiangtan, Hunan 411201, China
2China International Trust and Investment Corp (CITIC) Mining Technology Development Co., Ltd, Beijing, 100002, China
Research Journal of Applied Sciences, Engineering and Technology  2013  17:3110-3118
http://dx.doi.org/10.19026/rjaset.6.3612  |  © The Author(s) 2013
Received: January 10, 2013  |  Accepted: January 31, 2013  |  Published: September 20, 2013

Abstract

In order to solve the problem of 'under three' (under railways, buildings and water bodies) coal pillar mining, analysis on backfill mining and strata movement law is carried on in 24 mining district of Zhouyuanshan coal mine. First of all, according to the engineering geology and strata occurrence condition in 24 mining district of Zhouyuanshan coal mine, FLAC2D software be used to establish a two-dimensional numerical model and to analyze and calculate the full caving method, strip method and backfill method and then gaining that backfill mining method is beneficial to improve the protection level of surface buildings and facilities. Then, using the theory of strata control and method of related mechanics to analyze the strata movement law and strata control principle of backfill mining, considering that supporting role of backfill body is mainly on lateral reinforcement of coal pillar and vertical supporting role of overlying strata, forming a cooperative control system of 'bearing strata + coal pillar + backfill body' and deducing the equilibrium equations when it is in steady state. At last, using the numerical analysis method, respectively analyzing the surface subsidence of the corresponding important buildings of the three profiles of C-8 exploration line, C-6 exploration line and A-A (cross section of the profile of C-8 exploration line) after using backfill coal mining in 24 mining district. The results show that: the surface subsidence and horizontal deformation basically control within 30 mm and the surface deformation curvature of buildings generally in 0.1×10-3 /km in 24 mining district of Zhouyuanshan coal mine, which accord with the relevant standards and requirements.

Keywords:

Backfill mining, coal mining, strata movement, railways and water bodies),


References


Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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