Influence of fluids on VP/VS ratio: increase or decrease?

被引:55
作者
Brantut, Nicolas [1 ]
David, Emmanuel C. [1 ]
机构
[1] UCL, Dept Earth Sci, London WC1E 6BT, England
基金
英国自然环境研究理事会;
关键词
Wave propagation; Elasticity and anelasticity; Microstructure; ELASTIC-MODULI; DIFFERENTIAL SCHEME; SEISMIC VELOCITIES; SELF-CONSISTENT; POISSONS RATIO; PRESSURE; SOLIDS; PORES; DRY; ATTENUATION;
D O I
10.1093/gji/ggy518
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
The evolution of the ratio between P- and S-wave velocities (V-P/V-S) with increasing fluid-saturated porosity is computed for isotropic rocks containing spheroidal pores. The ratio V-P/V-S is shown to either decrease or increase with increasing porosity, depending on the aspect ratio alpha of the pores, fluid to solid bulk modulus ratio zeta and Poisson's ratio nu(0) of the solid constituents of the rock. A critical initial Poisson's ratio nu(0, crit) is computed, separating cases where V-P/V-S increases (if nu(0) < nu(0), (crit)) or decreases (if nu(0) > nu(0, crit)) with increasing porosity. For thin cracks and highly compressible fluids, nu(0), (crit) is approximated by 0.157 zeta/alpha, whereas for spherical pores nu(0, crit) is given by 0.2 + 0.8 zeta. When nu(0) is close to nu(0, crit), the evolution of V-P/V-S with increasing fluid-saturated porosity is near neutral and depends on subtle changes in pore shape and fluid properties. This regime is found to be relevant to partially dehydrated serpentinites in subduction zones (porosity of aspect ratio near 0.1 and. in the range 0.01-0.1), and makes detection of these rocks and possibly elevated fluid pressures difficult from V-P/V-S only.
引用
收藏
页码:2037 / 2043
页数:7
相关论文
共 36 条
[11]   POISSONS RATIO OF POROUS AND MICROCRACKED SOLIDS - THEORY AND APPLICATION TO OXIDE SUPERCONDUCTORS [J].
DUNN, ML ;
LEDBETTER, H .
JOURNAL OF MATERIALS RESEARCH, 1995, 10 (11) :2715-2722
[12]   Overpressure detection from compressional- and shear-wave data [J].
Dvorkin, J ;
Mavko, G ;
Nur, A .
GEOPHYSICAL RESEARCH LETTERS, 1999, 26 (22) :3417-3420
[13]   Effects of pore collapse and grain crushing on ultrasonic velocities and Vp/Vs [J].
Fortin, Jerome ;
Gueguen, Yves ;
Schubnel, Alexandre .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2007, 112 (B8)
[14]  
Gassmann F., 1951, Vierteljahrsschrift der Naturforschenden Gesellschaft in Zrich, V96, P1, DOI DOI 10.1190/1.9781560801931.CH3P
[15]   SELF-CONSISTENT ELASTIC-MODULI OF A CRACKED SOLID [J].
HENYEY, FS ;
POMPHREY, N .
GEOPHYSICAL RESEARCH LETTERS, 1982, 9 (08) :903-906
[16]  
KUSTER GT, 1974, GEOPHYSICS, V39, P587, DOI [10.1190/1.1440450, 10.1190/1.1440451]
[17]   High- and low-frequency elastic moduli for a saturated porous/cracked rock - Differential self-consistent and poroelastic theories [J].
LeRavalec, M ;
Gueguen, Y .
GEOPHYSICS, 1996, 61 (04) :1080-1094
[18]   A Broadband Laboratory Study of the Seismic Properties of Cracked and Fluid-Saturated Synthetic Glass Media [J].
Li, Yang ;
David, Emmanuel C. ;
Nakagawa, Seiji ;
Kneafsey, Timothy J. ;
Schmitt, Douglas R. ;
Jackson, Ian .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2018, 123 (05) :3501-3538
[19]   STUDY OF DIFFERENTIAL SCHEME FOR COMPOSITE-MATERIALS [J].
MCLAUGHLIN, R .
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 1977, 15 (04) :237-244
[20]   A DIFFERENTIAL SCHEME FOR THE EFFECTIVE MODULI OF COMPOSITES [J].
NORRIS, AN .
MECHANICS OF MATERIALS, 1985, 4 (01) :1-16