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     Research Journal of Applied Sciences, Engineering and Technology


Mechanism of Reinforcement on Inwall of Coal Mine Shaft Wall

1Jinlong Liu, 2Luwang Chen and 3Jili Wang
1Department of Civil Engineering, Hefei University, Hefei 230022, China
2School of Resource and Environmental Engineering, Hefei University of Technology, Hefei 230009, China
3Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
Research Journal of Applied Sciences, Engineering and Technology  2013  18:4546-4551
http://dx.doi.org/10.19026/rjaset.5.4372  |  © The Author(s) 2013
Received: October 17, 2012  |  Accepted: December 19, 2012  |  Published: May 05, 2013

Abstract

Based on the theory of elasticity, the analytic solution of temperature stress on shaft wall of coal mine with reinforcement on inwall is deduced. It is shown that with the increment of reinforcement stress Pa, the radial compressive stress &sigmar become larger, the vertical compressive stress &sigmaz become less, while the circumferential stress &sigma&theta changed from compressive stress to tensile stress. The stability of shaft wall enhanced with vertical stress reduced by reinforcement on inwall of shaft wall. Compressive steel plate could be used to reinforce the inwall, characterized with low-cost, short time and construction easy. While the intelligent equipment should be developed further to provide everlasting and greater reinforcement on in wall of coal mine shaft wall.

Keywords:

Inwall, reinforcement, shaft wall, temperature stress,


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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