Damage to Structure Above Active Underground Coal Mines in the Northern Appalachian Coal Field

- Organization:
- The American Institute of Mining, Metallurgical, and Petroleum Engineers
- Pages:
- 25
- File Size:
- 693 KB
- Publication Date:
- Jan 1, 1983
Abstract
Subsidence of the ground surface is the inevitable result of high recovery longwall and room and pillar coal mining operations. Up to now, U.S. research into this phenomenon has been concerned primarily with documenting the magnitude and extent of ground movements and prediction of the attendant ground strains through traditional ap¬proaches that have been developed in Europe and the United Kingdom. Preoccupation with ground strain prediction has, unfortunately, diverted attention from the more meaningful objective of predicting the severity of damage to structures at ground surface and the prob¬able cost to repair such damage. An attempt has been made to rectify this situation by reviewing in detail one hundred thirty four cases of subsidence damage to dwellings above active mines in western Pennsylvania, identifying the types of damage and the circumstances under which damage took place. The data reveal that damage to dwellings virtually always includes basements in addition to the readily apparent effects to the superstructure. In 90 percent of the subsidence cases, more than half the repair cost is associated with damage to subgrade components. A damage classi¬fication system has been devised that relates observed damage to severity and repair cost in a uniform manner for conditions in the Northern Appalachian Coal Field. Damage severity has been examined in the context of depth to the mine, the character of the near¬ surface overburden materials, mining type and other parameters.
Citation
APA:
(1983) Damage to Structure Above Active Underground Coal Mines in the Northern Appalachian Coal FieldMLA: Damage to Structure Above Active Underground Coal Mines in the Northern Appalachian Coal Field. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1983.