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Evaluation Of Subsidence Parameters For Inclined Seams In UK Coalfields
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Citation (Style = APA)
Yao, X. L. (1990). Evaluation Of Subsidence Parameters For Inclined Seams In UK Coalfields. Tenth International Conference on Ground Control in Mining Proceedings (ICGCM) 10th
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Yao, X. L. (1990). Evaluation Of Subsidence Parameters For Inclined Seams In UK Coalfields. Tenth International Conference on Ground Control in Mining Proceedings (ICGCM) 10th
Citation Downloads
Reference Manager (RIS)
SpreadSheed (CSV)
Organization: International Conference on Ground Control in Mining
Pages: 8
Publication Date:
Jan 1, 1990
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Abstract
Abstract
| This paper analyses the effects of mining extraction geometry (width/depth ratio) and dip of seam on subsidence parameters based on a large Database, containing 120 longwall mining cases all within the UK coalfields. The subsidence parameters evaluated in this paper include the following: the maximum subsidence value with different goaf-treatments, the position of maximum subsidence, the position of half-subsidence, subsidence value over the rib-side, positions of maximum tensile strains, positions of inflection points and the magnitude of maximum tensile strains on both rise and dip sides. Additionally, the maximum compressive strain and two limit angles are also studied in this paper. Based on a comprehensive Database analysis, several equations are derived relating these parameters to the width/depth ratio and the dip of seam. The results should assist engineers to design new structures, or take measures to protect existing structures from strain effects. The findings of the research assist in extension of the SEH to inclined seams with greater certainty. |
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