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Detailed Reference Information |
Ten Cate, J.A. and Shankland, T.J. (1996). Slow dynamics in the nonlinear elastic response of Berea sandstone. Geophysical Research Letters 23: doi: 10.1029/96GL02884. issn: 0094-8276. |
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A typical resonance curve-measured acceleration versus drive frequency-made on a thin bar of rock shows peak bending with a softening (nonlinear) modulus as drive levels are increased. The shapes of these nonlinear resonance curves were found in earlier work to depend somewhat on sweep rate; these ''slow dynamics'' are now examined and quantified. We have measured slow dynamics in a 0.3 m long, 50 mm diameter bar of Berea sandstone under ambient conditions. Peak strain levels during the experiments ranged from 10-11 to 10-5 at driving frequencies near 4 kHz, the fundamental longitudinal resonance frequency of the bar. Slow dynamics begin to manifest themselves at strain amplitudes above 10-6 at ambient conditions and at the onset of nonlinear peak bending. Strains above this value condition the rock, altering its response for minutes to hours after the drive has been turned off. ¿ American Geophysical Union 1996 |
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Abstract |
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Keywords
Mineral Physics, Elasticity and anelasticity, Physical Properties of Rocks, Permeability and porosity, Physical Properties of Rocks, Wave attenuation |
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Publisher
American Geophysical Union 2000 Florida Avenue N.W. Washington, D.C. 20009-1277 USA 1-202-462-6900 1-202-328-0566 service@agu.org |
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