ダウンロード数: 168
このアイテムのファイル:
ファイル | 記述 | サイズ | フォーマット | |
---|---|---|---|---|
j.tust.2018.11.026.pdf | 1.25 MB | Adobe PDF | 見る/開く |
完全メタデータレコード
DCフィールド | 値 | 言語 |
---|---|---|
dc.contributor.author | Naotoshi, Yasuda | en |
dc.contributor.author | Kazuhiko, Tsukada | en |
dc.contributor.author | Toshihiro, Asakura | en |
dc.contributor.alternative | 保田, 尚俊 | ja |
dc.contributor.alternative | 塚田, 和彦 | ja |
dc.date.accessioned | 2019-07-30T00:18:15Z | - |
dc.date.available | 2019-07-30T00:18:15Z | - |
dc.date.issued | 2019-02 | - |
dc.identifier.issn | 0886-7798 | - |
dc.identifier.uri | http://hdl.handle.net/2433/243224 | - |
dc.description.abstract | Past experiences in Japan have suggested a high correlation between the presence of voids behind the tunnel lining and seismic damage of tunnels. To confirm this correlation from a theoretical perspective, this study derives three-dimensional elastic solutions for a deep cylindrical tunnel with a void subjected to obliquely incident seismic waves. The three-dimensional seismic response of the tunnel and the effect of voids on the response are investigated. Herein, a void is treated as a partial non-contact boundary between the lining and the ground, with negligible volume. The substructure method and the point-matching method are used to derive the solutions. Numerical results show that the presence of a void does not lead to a large stress concentration on the lining under an oblique-incidence of seismic waves. However, high correlation between large stress concentration on the lining caused by voids before an earthquake and seismic damage of tunnels is suggested. Based on this finding, reinforcement of the lining where large stress concentration has already occurred is crucial for preventing seismic damage of tunnels. | en |
dc.format.mimetype | application/pdf | - |
dc.language.iso | eng | - |
dc.publisher | Elsevier BV | en |
dc.rights | © 2019. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/. | en |
dc.rights | The full-text file will be made open to the public on 1 February 2021 in accordance with publisher's 'Terms and Conditions for Self-Archiving'. | en |
dc.rights | This is not the published version. Please cite only the published version. | en |
dc.rights | この論文は出版社版でありません。引用の際には出版社版をご確認ご利用ください。 | ja |
dc.subject | Tunnel | en |
dc.subject | Void behind the lining | en |
dc.subject | Elastodynamics | en |
dc.subject | Seismic response | en |
dc.subject | Three-dimensional analysis | en |
dc.title | Three-dimensional seismic response of a cylindrical tunnel with voids behind the lining | en |
dc.type | journal article | - |
dc.type.niitype | Journal Article | - |
dc.identifier.jtitle | Tunnelling and Underground Space Technology | en |
dc.identifier.volume | 84 | - |
dc.identifier.spage | 399 | - |
dc.identifier.epage | 412 | - |
dc.relation.doi | 10.1016/j.tust.2018.11.026 | - |
dc.textversion | author | - |
dc.address | Department of Civil and Earth Resources Engineering, Kyoto University | en |
dc.address | Department of Civil and Earth Resources Engineering, Kyoto University | en |
dc.address | Research Group for Tunnel Engineering, Tokyo | en |
dcterms.accessRights | open access | - |
datacite.date.available | 2021-02-01 | - |
出現コレクション: | 学術雑誌掲載論文等 |
このリポジトリに保管されているアイテムはすべて著作権により保護されています。