Assessment of ground instability risk of lower seam longwall panels during crossing overlying remnant pillars

Author:

Pan Ruikai12ORCID,Li Yong12ORCID,Wang Hui12,Xu Youlin3,Yang Hongyun4

Affiliation:

1. State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, People's Republic of China

2. School of Resource and Safety Science, Chongqing University, Chongqing 400044, People's Republic of China

3. College of Mining Engineering, Guizhou Institute of Technology, Guiyang 550003, People's Republic of China

4. State Key Laboratory of Mountain Bridge and Tunnel Engineering, College of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, People's Republic of China

Abstract

One of the most challenging safety problems is ground instability during crossing overlying remnant pillars (CORP). Ground instability not only causes injury to miners or fatalities, but also leads to interruptions in the mining operations and breakdowns in equipment. In this paper, 12 major parameters influencing the ground instability were firstly determined based on extensive international experience associated with CORP. The consequences of the ground instability were then assessed in terms of miners' health and financial losses. Afterwards, a practical method to assess the ground instability risk of lower-seam longwall panels during CORP was developed based on its probability and consequence. Finally, this method was successfully used to determine the best scheme for CORP of LW10-103 at Mugua coal mine. The main advantage of this method is that it enables mining engineers to easily use international experience for assessing the risk of ground instability and selecting reasonable supports during CORP.

Funder

Guizhou Province Science and Technology Support Program, China

Research and Innovation Foundation of Chongqing

Guizhou Province Excellent Youth Training Plan

National Natural Science Foundation of China

Publisher

The Royal Society

Subject

Multidisciplinary

Reference44 articles.

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2. Chase FE Worley P Mark C. 2007 Multiple-seam mining interactions: case histories from the Harris No. 1 mine. In Proceedings of the Symposium on New Technology for Ground Control in Multiple-seam Mining Pittsburgh PA pp. 63-71. Washington DC: NIOSH.

3. Optimization of gateroad layout under a remnant chain pillar in longwall undermining based on pressure bulb theory

4. Characteristics of stress distribution in floor strata and control of roadway stability under coal pillars;Xiao TQ;Min. Sci. Technol.,2011

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