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... ( . <br />extraction ratio for coal has been high, often with less than 40 per- <br />cent of the coal remaining as pillars...". This indicates that an <br />extraction percertage of up to 60 percent could be achieved •;iithcut <br />causing subsidence. Again, only 50 percent extraction is proposed for `~ <br />the limited mining zone. <br />The no-subsidence assumption for the limited m <br />course, dependent upon the long term stability <br />currently envisioned, 50 percent mining within <br />create 71-foot square pillars and 29-foot wide <br />discussion will show that these pillars should <br />long term. <br />fining zones is, of <br />of tYie pi 1 l~ars. As <br />the safety zone would <br />rooms. The following <br />remain stable for the <br />Pillar strengths ~jnd corresponding safety factors were calculated for <br />50 percent extraction according to methods proposed by Obert, Duvall, <br />and 14errill of the' U. S. Bureau of Tlines and ;•lilson of the Plational <br />Coal Board (Great Britain). The Obert, Duvall, and tlerrill method <br />produced safety factors ranging from 52 to 4.4 for depths ranging from <br />100 to 1200 feet. It is important to note that they state that, when <br />using this method, factors of safety of 2 to 4 are deemed adequate for . <br />pillars. <br />The confined core concept, a more sophisticated technique, proposed by <br />Wilson presents a different approach to calculating pillar strengths. <br />Using this method, factors of safety ranging from 1.7 to 1. 5, at <br />depths ranging from 100 to 1200 feet, were calculated for the 50 per- <br />cent mining zone. Safety factors were then computed for selected <br />pillars, ranging in age from 19 to 33 years, in the Bear Coal 1•fine on <br />a t1t. Gunnison lease by the lJilson method. In all cases, .the llt. <br />Gunnison safety factors equalled or exceeded those for the Bear !•tine <br />pillars, indicating that the pillars in the safety zone should also <br />remain stable far the long term. <br /> <br />(12) <br />