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miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to...

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Page 1: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400
Page 2: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400
Page 3: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400
Page 4: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400
Page 5: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400
Page 6: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400
Page 7: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400
Page 8: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400
Page 9: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400
Page 10: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400
Page 11: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400
Page 12: miningst.comminingst.com/resources/GeomechanicsGround Control... · Table I: Subsidence Due to Elastic Compression D th m Elastic Com ression 15-30 50-100 150-250 250-400 750-1400

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