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Analysis of the design and performance characteristics of pumpable roof supports

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Details

  • Alternative Title:
    Int J Min Sci Technol
  • Personal Author:
    Timothy, Batchler
  • Description:
    Pumpable roof supports are currently being used to provide a safe working environment for longwall mining. Because different pumpable supports are visually similar and installed fundamentally in the same manner as other supports, there is a tendency to believe they all perform the same way. However, there are several design parameters that can affect their performance, including the cementitious material properties and the bag construction practices that influence the degree of confinement provided. A full understanding of the impact of these design parameters is necessary to optimize the support application and to provide a foundation for making further improvements in the support performance. This paper evaluates the impact of various support design parameters by examining full-scale performance tests conducted using the National Institute for Occupational Safety and Health (NIOSH) Mine Roof Simulator (MRS) as part of manufacturers' developmental and quality control testing. These tests were analyzed to identify correlations between the support design parameters and the resulting performance. Based on more than 160 tests over 7 years, quantifiable patterns were examined to assess the correlation between the support dimensions, cementitious material type, wire pitch, and single-wall vs. dual-walled bag designs to the support capacity, stiffness, load shedding events, and yield characteristics.
  • Subjects:
  • Source:
    Int J Min Sci Technol. 27(1):91-99.
  • Pubmed ID:
    28775910
  • Pubmed Central ID:
    PMC5538587
  • Document Type:
    Journal Article
  • Funding:
    CC999999/Intramural CDC HHS/United States
  • Volume:
    27
  • Issue:
    1
  • Collection(s):
  • Main Document Checksum:
    urn:sha256:d6ef79ac4c2f2fbb67ba95850ff249e8e3bfbee29b75976101fd6161b5d377ed
  • Download URL:
  • File Type:
    Filetype[PDF - 957.64 KB ]

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