Absorption of strain waves in porous media at seismic frequencies

被引:9
作者
Chelidze, TL
Spetzler, HA
Sobolev, GA
机构
[1] UNIV BAYREUTH, BAVARIAN GEOINST, D-95440 BAYREUTH, GERMANY
[2] UNIV COLORADO, DEPT GEOL SCI, BOULDER, CO 80309 USA
[3] UNIV COLORADO, CIRES, BOULDER, CO 80309 USA
[4] RUSSIAN ACAD SCI, INST PHYS EARTH, MOSCOW, RUSSIA
关键词
dissipation; strain waves; poroelasticity; surface energy;
D O I
10.1007/BF00876435
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
An understanding of strain wave propagation in fluid containing porous rocks is important in reservoir geophysics and in the monitoring in underground water in the vicinity of nuclear and toxic waste sites, earthquake prediction, etc. Both experimental and theoretical research are far from providing a complete explanation of dissipation mechanisms, especially the observation of an unexpectedly strong dependence of attenuation Q(-1) on the chemistry of the solid and liquid phases involved. Traditional theories of poroelasticity do not take these effects into account. In this paper the bulk of existing experimental data and theoretical models is reviewed briefly in order to elucidate the effect of environmental factors on the attenuation of seismic waves. Low fluid concentrations are emphasized. Thermodynamical analysis shows that changes in surface energy caused by weak mechanical disturbances can explain observed Values of attenuation in real rocks. Experimental dissipation isotherms are interpreted in terms of monolayered surface adsorption of liquid films as described by Langmuir's equation. In order to describe surface dissipation in consolidated rocks, a surface tension term is added to the pore pressure term in the O'Connell-Budiansky poroelastic equation for effective moduli of porous and fractured rocks. Theoretical calculations by this modified model, using reasonable values for elastic parameters, surface energy, crack density and their geometry, lead to results which qualitatively agree with experimental data obtained at low fluid contents.
引用
收藏
页码:25 / 55
页数:31
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