日本地球惑星科学連合2015年大会

講演情報

口頭発表

セッション記号 S (固体地球科学) » S-MP 岩石学・鉱物学

[S-MP43] 変形岩・変成岩とテクトニクス

2015年5月24日(日) 16:15 〜 18:00 A03 (アパホテル&リゾート 東京ベイ幕張)

コンビーナ:*石井 和彦(大阪府立大学大学院理学系研究科物理科学専攻)、河上 哲生(京都大学大学院理学研究科)、座長:宮崎 一博(産業技術総合研究所 地質情報研究部門 地殻岩石研究グループ)、遠藤 俊祐(産業技術総合研究所地質情報研究部門)

17:42 〜 17:45

[SMP43-P10] 飛騨片麻岩の弾性波速度と岩石微細構造

ポスター講演3分口頭発表枠

*小池 寛太1渡辺 了1 (1.富山大学地球科学教室)

キーワード:片麻岩, 地震波速度, 異方性, 微細構造, CPO

Seismic velocity is one of the most important sources of information about the Earth's interior. For its proper interpretation, we must have a thorough understanding of the dependence of seismic velocity on microstructural elements, including the modal composition, the crystal preferred orientation (CPO), the grain shape, the spatial distribution of mineral phases, etc. For its complexity, the influence of the spatial distribution of mineral phases has been poorly understood. In this study, we focus on a layered structure seen in gneisses. We are studying elastic wave velocities and microstructures in Hida gneisses.
Rock samples of Hida gneisses were collected at Kubusu River (Yatsuo, Toyama Pref.). A rectangular parallelpiped (the edge length〜40 mm) was made from rock samples. Two faces are parallel to the foliation plane, and two faces perpendicular to the elongation direction. Preliminary velocity measurements were made at room conditions by the pulse transmission technique using Pb(Zr, Ti)O3 transducers with the resonant frequency of 2 MHz. One compressional wave velocity and two shear wave velocities were measured in each of three orthogonal directions. Two shear waves propagating in one direction oscillate in mutually orthogonal directions. The fastest compressional wave velocity (5.91 km/s) was observed in the direction parallel to the elongation, while the slowest (5.51 km/s) perpendicular to the foliation. When a shear wave propagated along the foliation plane, it showed slightly higher velocity for oscillating along the foliation than for oscillating perpendicular to the foliation plane.
However, these velocity values cannot be compared with microstructures, because they must be affected by pores in rock samples. We are now conducting velocity measurements under confining pressures of up to 180 MPa to remove the influence of pores. The relationship between velocity under confining pressures and microstructures will be presented in our poster.