JpGU-AGU Joint Meeting 2017

講演情報

[EE] 口頭発表

セッション記号 S (固体地球科学) » S-CG 固体地球科学複合領域・一般

[S-CG62] [EE] 変動帯ダイナミクス

2017年5月24日(水) 13:45 〜 15:15 コンベンションホールB (国際会議場 2F)

コンビーナ:深畑 幸俊(京都大学防災研究所)、Robert Holdsworth(Durham University)、Jeanne Hardebeck(USGS)、岩森 光(海洋研究開発機構・地球内部物質循環研究分野)、座長:岩田 貴樹(常磐大学)、座長:Meneses Angela(Graduate School of Environmental Studies, Nagoya University)

14:15 〜 14:30

[SCG62-24] Detailed application of the microboudin palaeopiezometer: estimation of principal deviatoric stresses imposed on a metachert from the Warrawoona greenstone belt in East Pilbara Terrane, Western Australia

*松村 太郎次郎1岡本 敦2増田 俊明3 (1.静岡大学創造科学技術大学院、2.東北大学大学院環境科学研究科、3.静岡大学理学部地球科学科)

キーワード:palaeostress analysis, microboudin palaeopiezometer, metachert, tourmaline, microboudinage structure

The microboudinage structure of columnar mineral grain is used a passive marker for the palaeostress analysis of rock. In this presentation, we report a detailed application of the microboudin palaeopiezometer through the palaeostress analysis of an individual metachert specimen from the Warrawoona greenstone belt in East Pilbara Terrane, Western Australia. The metachert includes the microboudinaged tourmaline grains. We separately applied the microboudin palaeopiezometer to 3621 tourmaline grains divided into every 10° of their long axes on the foliation surface. The palaeostress analysis revealed that the far-field differential stress σ0 is obtained the group of mineral lineation ± 15° and perpendicular to the mineral lineation ± 15° as 10.2 MPa and 5.3 MPa, respectively. Also, the values of σ0 varied corresponding to the orientation of the tourmaline grains; relatively large value of σ0 obtained from tourmaline grains oriented around the mean orientation defined as the mineral lineation, whereas relatively small value of σ0 obtained from tourmaline grains oriented around perpendicular to the mineral lineation. Given that σ1 - σ3 and σ1 - σ2 are as 10.2 MPa and 5.3 MPa, respectively, magnitude of principal deviatoric stresses (σ'1, σ'2 and σ'3) are obtained as σ'1 = 5.3 MPa, σ'2 = -0.1 MPa and σ'3 = -5.1 MPa. In this stress state, the stress ratio φ = (σ2 - σ3)/(σ1 - σ3) is 0.48 that indicates typical triaxial compression. As the microboudinage is considered to have occurred immediately before the rock encountered the brittle-plastic transition during the plastic deformation, these values correspond to conditions at approximately 10–15 km depth and 300°C within an Archaean greenstone belt.