WEKO3
アイテム
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超深度ボーリング孔における初期応力測定のためのオーバーコアリングシステムの開発
https://doi.org/10.15083/00032232
https://doi.org/10.15083/00032232a5abae87-5dda-4ed1-801a-22ea562c9884
名前 / ファイル | ライセンス | アクション |
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06_001-009.pdf (7.6MB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2017-05-15 | |||||
タイトル | ||||||
タイトル | 超深度ボーリング孔における初期応力測定のためのオーバーコアリングシステムの開発 | |||||
言語 | ja | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | In-Situ Rock Stress | |||||
主題Scheme | Other | |||||
キーワード | ||||||
主題 | Deep Borehole | |||||
主題Scheme | Other | |||||
キーワード | ||||||
主題 | Intelligent Type Strain Meter | |||||
主題Scheme | Other | |||||
キーワード | ||||||
主題 | Drilling System | |||||
主題Scheme | Other | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | departmental bulletin paper | |||||
ID登録 | ||||||
ID登録 | 10.15083/00032232 | |||||
ID登録タイプ | JaLC | |||||
その他のタイトル | ||||||
その他のタイトル | Development of Overcoring System in Deep Boreholes for In-Situ Rock Stress Measurement | |||||
著者 |
松本, 滋夫
× 松本, 滋夫× 石井, 紘× 山内, 常生× 窪田, 亮 |
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著者別名 | ||||||
識別子 | 71913 | |||||
識別子Scheme | WEKO | |||||
姓名 | MATSUMOTO, Shigeo | |||||
著者別名 | ||||||
識別子 | 71914 | |||||
識別子Scheme | WEKO | |||||
姓名 | ISHII, Hiroshi | |||||
著者別名 | ||||||
識別子 | 71915 | |||||
識別子Scheme | WEKO | |||||
姓名 | YAMAUCHI, Tsuneo | |||||
著者別名 | ||||||
識別子 | 71916 | |||||
識別子Scheme | WEKO | |||||
姓名 | KUBOTA, Ryo | |||||
著者所属 | ||||||
著者所属 | 東京大学地震研究所地震地殻変動観測センター | |||||
著者所属 | ||||||
著者所属 | 名古屋大学大学続理学研究科地震火山観測研究センター | |||||
著者所属 | ||||||
著者所属 | 住鉱コンサルタン卜株式会社 | |||||
著者所属 | ||||||
著者所属 | Earthquake Observation Center, Earthquake Research Institute, University of Tokyo | |||||
著者所属 | ||||||
著者所属 | Research Center for Seismology and Volcanology, Graduate School of Science, Nagoya University | |||||
著者所属 | ||||||
著者所属 | Sumiko Consu1tants Company | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | We have developed an intelligent type strain meter with sensitivity of more than 10-8. This instrument makes it possible to measure in-situ rock stress in a deep underground if the instrument installed in deep boreholes can be taken out to surface with surrounded rocks by over-coring, though it is difficult. Therefore, we have developed precise over-coring drilling system to take out concentric core sample including strain meter, grout and rock in deep boreholes more than 500 meters. By applying this system, it became possible to measure in-situ stress in deep places. | |||||
内容記述 | ||||||
内容記述タイプ | Other | |||||
内容記述 | <論説> | |||||
書誌情報 |
技術報告 巻 6, p. 1-9, 発行日 2000 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 13426486 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AA1144042X | |||||
出版者 | ||||||
出版者 | 東京大学地震研究所 | |||||
出版者別名 | ||||||
Earthquake Research Institute,University of Tokyo |