1980
DOI: 10.3133/pp1164
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Effects of coal mine subsidence in the Sheridan, Wyoming, area

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Cited by 18 publications
(10 citation statements)
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“…Coal-bed fire was caused by July 2002 range fire that burned trees rooted in coal beds. control projects by the Wyoming State Abandoned Mine Land Division, as well as research by the US Geological Survey (Dunrud and Osterwald, 1980). One coal-bed fire is currently burning near the northern edge of the Acme mine (Bleizeffer, 2002).…”
Section: What Starts Coal-bed Fires? What Puts Them Out?mentioning
confidence: 98%
“…Coal-bed fire was caused by July 2002 range fire that burned trees rooted in coal beds. control projects by the Wyoming State Abandoned Mine Land Division, as well as research by the US Geological Survey (Dunrud and Osterwald, 1980). One coal-bed fire is currently burning near the northern edge of the Acme mine (Bleizeffer, 2002).…”
Section: What Starts Coal-bed Fires? What Puts Them Out?mentioning
confidence: 98%
“…Mines and Lease Boundaries--This coverage shows all of the Wyodak-Anderson mine areas and lease boundaries (figure 6). The boundaries came from several sources, including the Bureau of Land Management (1996), Kennecott Energy and others (not dated), and Dunrud and Osterwald (1980). The coverage is used for graphic displays and for clipping out areas where we did not want to report coal resource calculations.…”
Section: Montana Wyomingmentioning
confidence: 99%
“…This resultant value, Is(50), is then referred to as the point-load strength index. More than one empirically determined coefficient (ranging from 22 to 35), by which the point-load strength index is to be multiplied by to obtain an approximation of unconfined compressive strength, appear in today's literature (Dunrud and Osterwald, 1980). For consistency with the previously published field test data others, 1980, 1982;others, 1983, 1986) all of the approximated unconfined compressive strength values on plates 1-4 are computed by multiplying the resultant value (Is(50)) by Brock and Franklin's (1972) empirical coefficient of 24.…”
Section: Point-load Strength Indexmentioning
confidence: 99%