Abstract
The Study Described Was Accomplished through an Investigation of Both the Intact and Insitu Geotechnical Properties of the Sub coal Strata and through the Installation of Floor Movement Monitoring Instrumentation. the Method of Bearing Capacity Analysis Developed by A. S. Vesic Was Used to Define Pillar Stability. This Method Includes Provisions for Taking into Consideration a Two-Layer System Such as Assumed for Mine Conditions Where a Weak Underclay overlies Firmer Strata.
Recommended Citation
J. D. Rockaway and R. W. Stephenson, "GEOTECHNICAL EVALUATION of the SUPPORT of COAL PILLARS in UNDERGROUND COAL MINES.," Bulletin of the Association of Engineering Geologists, vol. 19, no. 1, pp. 5 - 14, Geological Society of America, Jan 1982.
The definitive version is available at https://doi.org/10.2113/gseegeosci.xix.1.5
Department(s)
Civil, Architectural and Environmental Engineering
Second Department
Geosciences and Geological and Petroleum Engineering
International Standard Serial Number (ISSN)
0004-5691
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2023 Geological Society of America, All rights reserved.
Publication Date
01 Jan 1982
Included in
Architectural Engineering Commons, Civil and Environmental Engineering Commons, Geological Engineering Commons, Petroleum Engineering Commons