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Page 14 <br />In the Census, eight mines are classified as subsidence interactions where the longwa(1 <br />~ operation is mining above an underlying mine. These aze cases that could be considered similaz <br />to the White River Nahcolite, Inc. case because we aze concerned about the effect of mining in <br />the Boies Bed, a lower bed, on the minability of the overlying bed of the "Mahogany Zone." <br />Four of the eight mines reported subsidence-related ground problems, and in all the cases, the in- <br />terburden is less than 200 ft and the mining height in the lower seam is 5 ft or greater. Fractured <br />strata leading to roof control problems in setup and recovery rooms and in gate entries appear to <br />be a common problem. <br />Subsidence generally produce two types of ground failure that might affect minability of <br />overlying strata. In the first type, the strata bends in response to subsidence, leading to the for- <br />mation of a trough. The second type, known as interseam shearing, occurs when subsidence pro- <br />duces highly inclined shear or shear-tensile failures. <br />The magnitude of roof problems in the subsidence trough is dependent upon the extent of <br />the tension zone. This zone is associated with the formation of fractures and opening of joints <br />which lead to poor roof conditions. The amount of damage subsidence can cause to an overlying <br />~ strata is largely dependent upon five factors: (1) the lower seam mining height, (2) the interbur- <br />den thickness, (3) the angle of draw and the caving angle, (4) the time or age of the workings, <br />and (5) the geologic chazacteristics of the interburden. According to the movement characteris- <br />tics, the damaged overburden is divided into three zones: caved zone, fractured zone, and con- <br />tinuous deformation zone (Figure 4-1). The caved zone is normally two to eight times the <br />mining height depending on the properties of the immediate roof and the overburden (Peng <br />1992). As for the fractured zone, the height is approximately nine to eleven times the mining <br />height for a soft and weak rock overburden, and may reach twenty to thirty times the mining <br />height for the hazd/strong type overburden (Peng 1992). The fractured zone can be further di- <br />vided into, from top to bottom, minor, regulaz, and severe fractured zones. In terms of height, <br />the minor fracture zone occupies one third of the entire fracture zone, while the regular and se- <br />vere zones occupy the other two thirds. <br />Interseam shearing can be very damaging to mining in the upper seam because the strata <br />tend to sheaz and displace as shown in Figure 4-2. Zhou and Haycocks (1986) reported that this <br />1 interaction is more likely to occur when the operations of both the upper and lower seams aze <br />Agapito Associates, Inc. <br />