

Type of Document Master's Thesis Author Edsall, Robert William URN etd-09242008-113729 Title A seismic reflection study over the Bane anticline in Giles County, Virginia. Degree Master of Science Department Geophysics Advisory Committee
Advisor Name Title Costain, John K. Committee Chair Bollinger, Gilbert A. Committee Member Grender, Gordon C. Committee Member Lowry, W. D. Committee Member Robinson, Edwin S. Committee Member Keywords
- deformations
- faults
Date of Defense 1974-02-15 Availability unrestricted Abstract A seismic reflection study over the Bane antioline in southwest Virginia (31° 16' 50" N, 80° 41' 30" W) was made in an attempt to gain information about the thickness of sedimentary rocks in this part of the Appalachian Valley and Ridge province.
Eleven seismograms were obtained. In addition to frequency filtering, velocity filtering, and deconvolution, new methods of interpreting RMS velocity analyses were developed and applied. Persistent events at about 1.0 and 2.8 seconds were found, suggesting the presence of large reflection coefficients. On the basis of ultrasonic velocity measurements made on rock samples representative of the Cambrian sedimentary sequence and Precambrian basement rocks believed to underlie the Bane anticline, it was concluded that an unbroken Cambrian sequence overlying the basement could not produce reflection coefficients of the magnitude required, but that a thrust fault could. No definite conclusions about the structure beneath the Bane anticline could be reached, although the reflection at 2.8 seconds and the suggestion of a large reflection coefficient favor the interpretation of a thick, repeated sedimentary section.
Files
Filename Size Approximate Download Time (Hours:Minutes:Seconds)
28.8 Modem 56K Modem ISDN (64 Kb) ISDN (128 Kb) Higher-speed Access LD5655.V855_1974.E37.pdf 4.54 Mb 00:21:00 00:10:48 00:09:27 00:04:43 00:00:24 next to an author's name indicates that all files or directories associated with their ETD are accessible from the Virginia Tech campus network only.
If you have questions or technical problems, please Contact DLA.