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Methods of determining the orientations of bedrock fracture systems in southwestern Pennsylvania and northern West Virginia

Technical Report ·
OSTI ID:7254030
This report describes photolineaments obtained from stereoscopic examination of vertical aerial photographs and by the Ronchi grating study of aerial photoindex sheets. The photolineaments are compared with the trends of oriented fracture systems procured by measuring the compass direction of joints in bedrock. The relative reliability of the methods is shown and the results presented in graphical, tabular, and written form. Analyses of field measurements of strikes of bedrock joints in the project area indicate for the most part two intersecting sets of major joints oriented N 76/sup 0/ W--N 15/sup 0/ E, and N 57/sup 0/ W--N 27/sup 0/ E. The analyses of lineaments determined by stereoscopic examination of aerial photographs show dominant trends of lineament zones of weakness to be an average of N 65/sup 0/ W--N 20/sup 0/ E. Analysis of lineaments found by Ronchi grid viewing of aerial photoindex sheets indicate dominant trends of N 70/sup 0/ W--N 27/sup 0/ E. The three methods give similar findings and verify the work of previous authors. The Ronchi grid method is a useful guide, but it cannot be substituted for the two more painstaking methods.
Research Organization:
Bureau of Mines, Pittsburgh, PA (USA). Pittsburgh Mining and Safety Research Center
OSTI ID:
7254030
Report Number(s):
BM-RI-8217
Country of Publication:
United States
Language:
English