An experimental and numerical study of the microstructural parameters contributing to the seismic anisotropy of rocks

被引:14
|
作者
Wendt, AS
Bayuk, IO
Covey-Crump, SJ
Wirth, R
Lloyd, GE
机构
[1] UCL, Rock & Ice Phys Lab, Dept Earth & Planetary Sci, London, England
[2] Univ Montpellier 2, Lab Geophys Tecton & Sedimentol, Montpellier, France
[3] Russian Acad Sci, Lab Ordered Media, United Inst Phys Earth, Moscow 123810, Russia
[4] Univ Manchester, Dept Earth Sci, Manchester M13 9PL, Lancs, England
[5] Geoforschungszentrum Potsdam, Projektbereich 4 1, D-14407 Potsdam, Germany
[6] Univ Leeds, Sch Earth Sci, Leeds LS2 9JT, W Yorkshire, England
关键词
elastic rock properties; microstructures; seismic velocity anisotropy; Ponte Castaneda and Willis method;
D O I
10.1029/2002JB001915
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 elastic properties of rocks are influenced by several microstructural variables, including the lattice preferred orientation and grain shape fabric of the mineral phases, variations in the spatial distribution of the mineral phases, the properties of the grain boundaries, and the presence of porosity/fractures. Consequently, in principle, directional variations in these variables can be inferred from seismic velocity anisotropy observations. Experimental seismic velocity measurements made on rocks of well-characterized microstructure may be used to improve the quality of such inferences. However, since most rocks are microstructurally complex, in order to interpret the measurements fully, theoretical analyses which can accommodate all the relevant microstructural variables are required. Theoretical analyses of the requisite sophistication have only recently been developed. We have tested one of these (due to Ponte Castaneda and Willis) by using it to calculate the elastic properties of an upper mantle harzburgite and by then comparing the results with experimental velocity measurements to determine if the values of those microstructural variables which are difficult to quantify (grain boundary properties, fracture shape) are physically realistic. We find that they are and conclude that the Ponte Castaneda and Willis analysis provides a powerful method for a more detailed assessment of the causes of elastic property anistropy in rocks than has previously been possible.
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页数:18
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