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L <br />• <br />LIST OF PLATES <br />Plate 1. Panel Group 1 with overburden contours In Pocket <br />Plate 2. Panel Group 1 with subsidence input data In Pocket <br />Plate 3. Panel Group 1 with predicted maximum vertical <br /> panel subsidence contours. In Pocket <br />Plate 4. Panel Group 1 with location o f maximum surface <br /> tensil e (+E) and compressive (-E) strain lines In Pocket <br />Plate 5. Panel Group 1 combined single panel and gateroad <br /> pillar crushing subsidence In Pocket <br />Plate 6. Panel Group 2 with overburden contours In Pocket <br />Plate 7. Panel Group 2 with subsidence input data In Pocket <br />Plate 8. Panel Group 2 with predicted maximum vertical <br /> panel subsidence contours. In Pocket <br />Plate 9. Panel Group 2 with location o f maximum surface <br /> tensil e (+E) and compressive (-E) strain lines In Pocket <br />Plate 10. Panel Group 2 combined single panel and gateroad <br /> pillar crushing subsidence In Pocket <br />Plate 11. Panel Group 3 with overburden contours Zn Pocket <br />Plate 12. Panel Group 3 with subsidence input data In Pocket <br />Plate 13. Panel Group 3 with predicted maximum vertical <br /> panel subsid ence contours. In Pocket <br />Plate 14. Panel Group 3 with location o f maximum surface <br /> tensil e (+E) and compressive (-E) strain lines In Pocket <br />Plate 15. Panel Group 3 combined single panel and gateroad <br /> pillar crush ing subsidence In Pocket <br />iv <br />