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常時微動計測を利用した道路盛土のせん断波速度の評価: 2007年能登半島地震で被災した能登有料道路を例として
https://doi.org/10.24517/00065512
https://doi.org/10.24517/00065512b9d299f7-e700-408f-b489-1b6fb9f655a0
名前 / ファイル | ライセンス | アクション |
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TE-PR-MIYAJIMA-M-48_318.pdf (2.5 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2022-02-28 | |||||
タイトル | ||||||
タイトル | 常時微動計測を利用した道路盛土のせん断波速度の評価: 2007年能登半島地震で被災した能登有料道路を例として | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | An evaluation of the shear wave velocity profile in a road embankment using the microtremor measurement: Application for the damaged sites of the Noto Toll Road due to the 2007 Noto Hanto Earthquake | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
ID登録 | ||||||
ID登録 | 10.24517/00065512 | |||||
ID登録タイプ | JaLC | |||||
著者 |
秦, 吉弥
× 秦, 吉弥× 一井, 康二× 村田, 晶× 野津, 厚× 宮島, 昌克× 常田, 賢一 |
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著者別表示 |
Hata, Yoshiya
× Hata, Yoshiya× Ichii, Koji× Murata, Akira× Nozu, Atsushi× Miyajima, Masakatsu× Tokida, Ken-ichi |
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提供者所属 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 金沢大学理工研究域地球社会基盤学系 | |||||
書誌情報 |
日本地すべり学会誌 en : Journal of the Japan Landslide Society 巻 48, 号 6, p. 318-325, 発行日 2011-11-25 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 1348-3986 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 1882-0034 | |||||
NCID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AA11837172 | |||||
DOI | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | DOI | |||||
関連識別子 | 10.3313/jls.48.318 | |||||
出版者 | ||||||
出版者 | 日本地すべり学会 The Japan Landslide Society | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | 合理的な道路盛土の耐震検討の実施には, 盛土断面におけるせん断波速度などの地盤物性値を評価しておく必要がある。しかし, PS検層などでは, 盛土内におけるせん断波速度の面的な分布の推定は困難である。そこで本研究では, 常時微動計測を利用した道路盛土断面におけるせん断波速度の評価方法を提案する。具体的には, まず, 能登有料道路の高盛土を対象に, 法肩~小段~法尻の6地点において常時微動アレー計測を実施し, 高盛土の伝達関数を評価した。次に, 常時微動アレー計測と動的線形FEM解析の伝達関数が整合するように, 高盛土断面におけるせん断波速度の分布を推定した。最後に, 2007年能登半島地震における推定地震動を用いた動的非線形FEM解析を実施し, 被災実績と矛盾しないことを確認した。 | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The evaluation of the shear wave velocity distribution in the road embankment is necessary for the rational seismic assessment. However, the evaluation of shear wave velocity is usually difficult. In this study, the evaluation method of the shear wave velocity distribution in the road embankment using the microtremor measurement is proposed. First, the transfer functions of a high embankment in the Noto Toll Road were evaluated based on array measurements of microtremor at the toe, banquettes and shoulder. Next, the shear wave velocity profile of the high embankment was calibrated so that the transfer functions in the elastic FEM analysis agree with the observation. Finally, we confirm that a seismic response analysis using the estimated shear wave velocity is consistent with the actual damage results in the 2007 Noto Hanto Earthquake. | |||||
権利 | ||||||
権利情報 | Copyright © 日本地すべり学会 The Japan Landslide Society | |||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | https://www.jstage.jst.go.jp/browse/jls/-char/ja | |||||
関連名称 | https://www.jstage.jst.go.jp/browse/jls/-char/ja | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | https://japan.landslide-soc.org/ | |||||
関連名称 | https://japan.landslide-soc.org/ |