STRESS WAVE ATTENUATION IN SHOCK-DAMAGED ROCK

Authors
Citation
Cl. Liu et Tj. Ahrens, STRESS WAVE ATTENUATION IN SHOCK-DAMAGED ROCK, J GEO R-SOL, 102(B3), 1997, pp. 5243-5250
Citations number
33
Categorie Soggetti
Geochemitry & Geophysics
Journal title
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH
ISSN journal
21699313 → ACNP
Volume
102
Issue
B3
Year of publication
1997
Pages
5243 - 5250
Database
ISI
SICI code
2169-9313(1997)102:B3<5243:SWAISR>2.0.ZU;2-O
Abstract
The velocity and attenuation of ultrasonic stress waves in gabbroic ro ck samples (San Marcos, California) subjected to shock loading in the 2 GPa range were studied. From P wave velocity measurements we determi ned the damage parameter D-p and crack density epsilon of the samples and related these to the attenuation coefficient (quality factor) unde r dynamic strains of 2 x 10(-7) and at a frequency of 2 MHz using the ultrasonic pulse-echo method. A fit to the data yields the P wave spat ial attenuation coefficient at a frequency of 2 MHz, alpha(p)(D-p) = 1 .1 + 28.2D(p) (decibels per centimeter). From the relation between the attenuation coefficient and quality factor, the quality factor Q is g iven by Q(-1) = 0.011(1 + 25.6D(p))(1 - D-p)(1/2). Using O'Connell-Bud iansky theory relating crack density to velocity, the parameter in Wal sh's theory was determined based on experimental data. An approximate method is also proposed to estimate the average half-length of cracks based on the attenuation measurements.