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Effects of Initial and Induced Anisotropy on Initial Stiffness of Sand by Triaxial and Bender Elements Tests
https://kitami-it.repo.nii.ac.jp/records/8027
https://kitami-it.repo.nii.ac.jp/records/8027d1b30016-4996-4f28-a195-6ca846f52ad3
名前 / ファイル | ライセンス | アクション |
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No_6_GI-JGS_Yamashita.pdf (465.5 kB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2015-11-26 | |||||
タイトル | ||||||
タイトル | Effects of Initial and Induced Anisotropy on Initial Stiffness of Sand by Triaxial and Bender Elements Tests | |||||
言語 | en | |||||
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言語 | eng | |||||
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 | |||||
アクセス権 | ||||||
アクセス権 | open access | |||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||
著者 |
山下, 聡
× 山下, 聡× Hori, Tomohito× 鈴木, 輝之 |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | In this study, to examine the effects of the fabric anisotropy of sand specimen and the anisotropic consolidation stress on the small strain stiffness, the bender elements test and the cyclic and monotonic triaxial tests were performed on several kinds of reconstituted and undisturbed sand samples. These laboratory test results were compared to the results of in-situ seismic surveys. Test results showed that the shear wave velocity estimated from the Young’s modulus on triaxial test is lower than those from bender elements and in-situ tests. In particular, it was remarkably recognized in the sample including coarse materials. Therefore, in the case of a comparison of initial stiffness between the laboratory and in-situ tests, the shear wave velocity should be measured in the laboratory test in the same way as the in-situ test. | |||||
言語 | en | |||||
書誌情報 |
Geomechanics: Testing, Modeling, and Simulation 巻 GSP143, p. 350-369, 発行日 2005-05 |
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DOI | ||||||
識別子タイプ | DOI | |||||
関連識別子 | https://doi.org/10.1061/40797(172)20 | |||||
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出版者 | American Society of Civil Engineers | |||||
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値 | author | |||||
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出版タイプ | AM | |||||
出版タイプResource | http://purl.org/coar/version/c_ab4af688f83e57aa |