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  1. 学術雑誌掲載済論文
  2. 洋雑誌

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
d1b30016-4996-4f28-a195-6ca846f52ad3
名前 / ファイル ライセンス アクション
No_6_GI-JGS_Yamashita.pdf No_6_GI-JGS_Yamashita.pdf (465.5 kB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2015-11-26
タイトル
言語 en
タイトル Effects of Initial and Induced Anisotropy on Initial Stiffness of Sand by Triaxial and Bender Elements Tests
言語
言語 eng
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
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

WEKO 41746

en Yamashita, Satoshi

ja 山下, 聡

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Hori, Tomohito

× Hori, Tomohito

WEKO 41747

en Hori, Tomohito

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鈴木, 輝之

× 鈴木, 輝之

WEKO 41748

en Suzuki, Teruyuki

ja 鈴木, 輝之

Search repository
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
DOI
関連識別子
識別子タイプ DOI
関連識別子 https://doi.org/10.1061/40797(172)20
出版者
出版者 American Society of Civil Engineers
著者版フラグ
値 author
出版タイプ
出版タイプ AM
出版タイプResource http://purl.org/coar/version/c_ab4af688f83e57aa
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