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• 2.05.3(2) <br />The effects of areal type subsidence tend to diminish the further <br />away from the active mining area a coal seam is located. The large <br />vertical separation between the C-Seam and the E and F-Seams <br />indicates that the following subsidence effects can be expected in <br />the E and F-Seams: <br />• Areal type subsidence over the mined out area <br />• Minimized areas of high stress <br />• Extended transition zone from subsided to unsubsided <br />areas <br />• No sinkhole subsidence <br />Areal type subsidence over the mined out area will ensure that the <br />upper seams settle into position more or less as continuous units. <br />Pillar extraction in the C and B-Seams will, to the extent <br />possible, ensure that large rigid pillars are not left in the <br />mining area which would "punch up" into the E and F-Seams. <br />Stress concentrations in the E and F-Seams was minimized by the <br />maximum possible extraction in the C-Seam. The small pillars left <br />in the C-Seam should crush out and allow the stress in the area to <br />redistribute, resulting in E and F-Seam stresses similar to those <br />found prior to mining the C-Seam. With few pillars left in the C- <br />Seam to carry high stresses, a relative uniform stress field will <br />develop above and below the mined out area. <br />In areal type subsidence, a high stress zone sometimes develops in <br />the transition zone between the fully subsided area and the <br />unsubsided undisturbed areas adjacent to it. The stress in this <br />transition zone is found to decrease with increased vertical <br />distance above the mined out seam. The reason for vertical <br />distance being important in reducing the stresses in the transition <br />zone is that the further from the mined out seam a zone is, the <br />longer the transition zone becomes. At a distance of 180 to 410 <br />feet above the C-Seam, the transition zone from subsided to <br />unsubsided areas will be fairly long. The long transition zone <br />minimizes stress concentration and displacement. <br />• <br />2.05-5a Rev. 11-30-93 <br />