A comparison of rock physics models for stress-related seismic azimuthal anisotropy

被引:0
|
作者
Restrepo, Jefferson Bustamante [1 ]
Shragge, Jeffrey [2 ]
Lumley, David [3 ]
机构
[1] Polytech Montreal, Dept Genies Civil Geol & Mines, Montreal, PQ, Canada
[2] Colorado Sch Mines, Dept Geophys, Golden, CO 80401 USA
[3] Univ Texas Dallas, Sch Nat Sci & Math, Richardson, TX 75083 USA
关键词
Anisotropy; modelling; rock physics; INDUCED VELOCITY ANISOTROPY; ATTENUATION;
D O I
10.1080/08123985.2019.1621503
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
Improving the accuracy of seismic wave propagation for imaging and inversion purposes often requires evaluating the validity of any underlying anisotropic assumption. Over the previous decades different models have been proposed to address the assumption of azimuthally anisotropic media; however, to our knowledge there is no published comparative analysis between these models that would allow practitioners to understand which provides more accurate theoretical predictions given specific field conditions. We evaluate two rock physics models for azimuthal anisotropy in widespread use (Mavko and Sayers) to determine which offers the better predictive power for benchmark laboratory data sets measured on three different kinds of dry rocks: Massillon Sandstone, Barre Granite and Ottawa Sand. We find that the Mavko model generally provides more accurate predictions, with a maximum 7% error for the consolidated Massillon Sandstone and Barre Granite rocks. Neither model provides very accurate approximations for Ottawa Sand due to the fact that this unconsolidated rock violates the underlaying assumption that the total rock compliance is affected only by the rock's matrix and crack compliances. We conclude that even though Mavko's approach provides more accurate predictions, both models are sufficiently accurate for simulating wave propagation in consolidated rocks with azimuthal anisotropy (e.g. well consolidated and cemented sandstones, and granites).
引用
收藏
页码:490 / 501
页数:12
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