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2008-12-09_PERMIT FILE - C1996083 (2)
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2008-12-09_PERMIT FILE - C1996083 (2)
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Last modified
8/24/2016 3:38:45 PM
Creation date
2/24/2009 9:51:45 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Permit File
Doc Date
12/9/2008
Doc Name
In Dove Gulch Area for New Layout, Maleki Technologies, December 2007
Section_Exhibit Name
Volume IIIA Exhibit 17 Prediction of Surface Deformation Resulting From Longwall Mining
Media Type
D
Archive
No
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3.0 SUBSIDENCE MECHANISM <br />Surface subsidence occurs because of downward rock mass movement caused by the <br />closure and collapse of mined-out excavations. Surface subsidence processes result in <br />both vertical and horizontal displacement of rocks. Two major mechanisms of surface <br />subsidence are associated with mining: formation of sinkholes and creation of troughs. <br />The type of subsidence mechanism predicted for the Dove Gulch study area is the <br />trough-type subsidence. It is characterized by the formation of a relatively smooth basin <br />and is much less damaging than sinkhole subsidence. Sinkholes result from sudden or <br />time-dependent collapse of overburden in localized areas, and these areas can be from <br />several feet to tens of feet in diameter. They are generally influenced by large geologic <br />discontinuities (faults) and sudden pillar failure. Based on long-term measurements over <br />the Hanna Basin, Wyoming (Karfakis 1987) and the Colorado Front Range (Matheson <br />and Bliss 1986), researchers have established a relationship between the probabilities of <br />sinkhole subsidence versus overburden depth. A great majority of sinkholes (98% <br />probability) form where depths are less than 160 ft. At minimum cover depths of 550 ft at <br />the Dove Gulch project site, the probability of sinkhole occurrence is negligible. <br />As longwall operations are initiated in the first panel, roof span increases behind the <br />longwall face until it caves. The roof span varies in mines, but typically ranges from 30 <br />to 200 ft, depending on the strength of the roof rocks. The remaining overburden rocks <br />will remain stable, transferring their load to the face and gate pillars. At some critical <br />face position, the arching and load transfer mechanism collapses, and ground movement <br />expands toward the surface, causing subsidence. <br />The caving process is associated with fracturing of near-seam strata and settling of <br />overlying rocks. Four zones of movement are associated with subsidence (Peng 1992). <br />Maleki Technologies, Inc. Page 9 <br />
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