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e <br />ESPEY, HUSTON 8 ASSOCIATES, INC. <br />• <br />period of time, where the forces and pressures of subsequent mining in <br />adjacent reserves will not affect the support pillars. <br />As presented, the calculations and graphs illustrate that all the <br />projected pillar sizes are adequate achieving a safety factor of at least 2.5. <br />U <br /> <br />5-15 <br />