Experimental evaluation of a two-entry gate-road yield pillar: Convergence monitoring and physical properties

Society for Mining, Metallurgy & Exploration
Dallan J. Coons Michael K. McCarter Jessica M. Wempen Bailey S. Simmons
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Society for Mining, Metallurgy & Exploration
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3
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Abstract

Gate-road yield pillars are subject to increases in stress as the longwall face advances toward the pillars. Abutment loading conditions are important to gate-road layout and support design in longwall mining systems. Ground support systems are often designed based on mine experience [1,2]. Convergence monitoring is one method of ground support monitoring that can be used to infer increases in pillar stress. Convergence of a yield pillar was measured regularly over the course of six months as the longwall face approached and passed the pillar. Measurements were collected at eight locations surrounding the pillar. The convergence measurements contribute to the knowledge of when yield pillar abutment loading, caused by the encroaching longwall, is first detected. Knowing when abutment loading begins to yield the pillars can help define when standing secondary roof supports are required for head-gate entry access for specific geologic and mining conditions. 
Citation

APA: Dallan J. Coons Michael K. McCarter Jessica M. Wempen Bailey S. Simmons  Experimental evaluation of a two-entry gate-road yield pillar: Convergence monitoring and physical properties

MLA: Dallan J. Coons Michael K. McCarter Jessica M. Wempen Bailey S. Simmons Experimental evaluation of a two-entry gate-road yield pillar: Convergence monitoring and physical properties. Society for Mining, Metallurgy & Exploration,

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