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Development of a method to estimate coal pillar loading

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dc.contributor.author Roberts, David P
dc.contributor.author Van der Merwe, JN
dc.contributor.author Canbulat, I
dc.contributor.author Sellers, EJ
dc.contributor.author Coetzer, S
dc.date.accessioned 2007-11-12T12:23:06Z
dc.date.available 2007-11-12T12:23:06Z
dc.date.issued 2002-09
dc.identifier.citation Roberts, DP, et al. 2002. Development of a method to estimate coal pillar loading. Safety in Mines Research Advisory Committee, COL 709, September, 2002, pp 1-90 en
dc.identifier.uri http://hdl.handle.net/10204/1513
dc.description.abstract The primary goal of this project was to determine the accuracy and validity of the Tributary Area Theory (TAT) and to provide better estimates of pillar load using numerical modelling and other tools. Literature review highlighted that previous work concentrated on coal pillar strength formulae, and little effort went into investigation of loading environment. The few that focused on coal pillar loads mostly applied the tributary area method. Other methods that have been proposed for the determination of pillar loads included the application of beam theory, analytical methods and photo-elastic modelling. These methods have not found much application in coal pillar design. The literature review also highlighted that despite its limitations, the tributary area theory is the most widely used for determining coal pillar loads. en
dc.language.iso en en
dc.subject SIMRAC en
dc.subject COL 709 en
dc.subject Tributary Area Theory en
dc.subject TAT en
dc.subject Coal pillar loading en
dc.title Development of a method to estimate coal pillar loading en
dc.type Conference Presentation en
dc.identifier.apacitation Roberts, D. P., Van der Merwe, J., Canbulat, I., Sellers, E., & Coetzer, S. (2002). Development of a method to estimate coal pillar loading. http://hdl.handle.net/10204/1513 en_ZA
dc.identifier.chicagocitation Roberts, David P, JN Van der Merwe, I Canbulat, EJ Sellers, and S Coetzer. "Development of a method to estimate coal pillar loading." (2002): http://hdl.handle.net/10204/1513 en_ZA
dc.identifier.vancouvercitation Roberts DP, Van der Merwe J, Canbulat I, Sellers E, Coetzer S, Development of a method to estimate coal pillar loading; 2002. http://hdl.handle.net/10204/1513 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Roberts, David P AU - Van der Merwe, JN AU - Canbulat, I AU - Sellers, EJ AU - Coetzer, S AB - The primary goal of this project was to determine the accuracy and validity of the Tributary Area Theory (TAT) and to provide better estimates of pillar load using numerical modelling and other tools. Literature review highlighted that previous work concentrated on coal pillar strength formulae, and little effort went into investigation of loading environment. The few that focused on coal pillar loads mostly applied the tributary area method. Other methods that have been proposed for the determination of pillar loads included the application of beam theory, analytical methods and photo-elastic modelling. These methods have not found much application in coal pillar design. The literature review also highlighted that despite its limitations, the tributary area theory is the most widely used for determining coal pillar loads. DA - 2002-09 DB - ResearchSpace DP - CSIR KW - SIMRAC KW - COL 709 KW - Tributary Area Theory KW - TAT KW - Coal pillar loading LK - https://researchspace.csir.co.za PY - 2002 T1 - Development of a method to estimate coal pillar loading TI - Development of a method to estimate coal pillar loading UR - http://hdl.handle.net/10204/1513 ER - en_ZA


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