Research on Stress Distribution and Failure Depth of Mining Floor During the First Weighting of Main Roof
Bingchao Zhao*, 1, 2, Zhangrong Liu1, Chao Tong1
Identifiers and Pagination:Year: 2015
First Page: 763
Last Page: 767
Publisher Id: TOCIEJ-9-763
Article History:Received Date: 10/6/2015
Revision Received Date: 29/7/2015
Acceptance Date: 15/8/2019
Electronic publication date: 30/9/2015
Collection year: 2015
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
In order to research stress distribution and failure depth of mining floor during the first weighting of main roof, based on the analysis of abutment pressure distribution in this case, an elastic model was established to calculate the stress of any point on the floor. The expressions for this model were deduced, and a failure criterion of floor rock was put forward according to the Mohr-Coulomb failure criteria. Taking the parameters of 3612 mining face of Zhu Zhuang coal mine as an example, and through solving stress distribution of mining floor during its first weighting of main roof, stress contour and failure district of floor were determined . The result showed that, the failure depth of 3612 mining floor is 12.4m, which is rather close to the measured value 13m, thus, the utility and reliability of this study method were effeciently verified. The result provided theoretical basis for bottom grouting strengthening before the first weighting of main roof, and established theoretical foundation for further research on safe mining of confined waters.