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Classification Of Mine-Related Subsidence East Of Mississippi River, U.S.A.
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Citation (Style = APA)
Craft, Jesse L. (1992). Classification Of Mine-Related Subsidence East Of Mississippi River, U.S.A.. 11th International Conference on Ground Control in Mining Proceedings (ICGCM) 11th
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Craft, Jesse L. (1992). Classification Of Mine-Related Subsidence East Of Mississippi River, U.S.A.. 11th International Conference on Ground Control in Mining Proceedings (ICGCM) 11th
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Organization: International Conference on Ground Control in Mining
Pages: 9
Publication Date:
Jan 1, 1992
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Abstract
Abstract
| Field investigation of surface subsidence events associated with both active and abandoned underground coal mines in the United States has established criteria that enable the prediction and classification of mine-related subsidence. The key was establishing the role of geology in all types of subsidence and the recognition of beam subsidence in specific geologic settings. The classification is based on overburden thickness, variations in stratigraphy, topography and mine plan. Types of subsidence are Pit, Room, Sag, and Beam. Pit subsidence is associated with three geologic settings: shale overburden, seasonally wet unconsolidated overburden, and perched water table in unconsolidated overburden. Room subsidence occurs where the roof across the width of the room fails to the surface and a shallow depression develops. Sag subsidence develops where the pillars are failing in conjunction with roof failure. Overburden thickness is generally greater than 150 feet. Beam subsidence can occur in all terrains. It is associated with retreat mining and room and pillar mining where pillar crushing or pillar compression has taken place and barriers are left inplace. They occur as beam arch or one-sided beam subsidence. Beam arch failure occurs where mining has taken place on both sides of a coal barrier. One-sided beam failure is associated with retreat mining moving from a barrier towards the entry in hilly topography. This type of subsidence occurs where a hard, thick, rock unit is acting as a bridge supporting the overburden and outcrops on the hill side. |
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