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堆積構造と応力の異方性が砂質土の初期せん断剛性に及ぼす影響
https://kitami-it.repo.nii.ac.jp/records/7002
fb8924e0-72df-4f3a-ae90-a31865cfe32d
| 名前 / ファイル | ライセンス | アクション | |
|---|---|---|---|
4934.pdf (797.2 kB)
|
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2007-05-08 | |||||
| タイトル | ||||||
| タイトル | 堆積構造と応力の異方性が砂質土の初期せん断剛性に及ぼす影響 | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| 資源タイプ | ||||||
| 資源 | http://purl.org/coar/resource_type/c_6501 | |||||
| タイプ | journal article | |||||
| その他のタイトル | ||||||
| その他のタイトル | Effects of Fabric and Induced Anisotropy on Initial Shear Modulus of Sands | |||||
| 著者 |
山下, 聡
× 山下, 聡× 喜多川, 俊介× 堀, 智仁× 鈴木, 輝之 |
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| 著者別名 | ||||||
| 姓名 | ||||||
| 姓名 | Yamashita, Satoshi | |||||
| 著者別名 | ||||||
| 姓名 | ||||||
| 姓名 | Kitagawa, Shunsuke | |||||
| 著者別名 | ||||||
| 姓名 | ||||||
| 姓名 | Hori, Tomohito | |||||
| 著者別名 | ||||||
| 姓名 | ||||||
| 姓名 | Suzuki, Teruyuki | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | 砂質土の初期剛性に及ぼす堆積構造の異方性の影響を調べるために，堆積構造の異なる三軸供試体を作製し，ベンダーエレメントを用いてせん断波速度を直交する3方向から求め比較した．さらに，応力状態の異方性の影響を調べるために，異方応力状態での初期剛性をベンダーエレメント試験と繰返しねじり試験により求め比較した．その結果，堆積面に平行に伝播・振動するせん断波から得られた初期剛性は，他の2方向で得られたそれよりも高く，他の2方向で得られた剛性は堆積構造によらず等しいことが明らかにされた．また，異方応力状態での初期剛性は，等方応力状態から離れ破壊規準線に近づくに従って，既存の式で表される関係よりも低下するが，その低下を新たな関数を用いることによって説明することができた． | |||||
| 書誌情報 |
土木学会論文集 巻 694, 号 3-57, p. 319-329, 発行日 2001-12 |
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| 権利 | ||||||
| 権利情報 | 社団法人 土木学会, 山下聡, 喜多川俊介, 堀智仁, 鈴木輝之, 土木学会論文集, 694(3-57), 2001, 319-329. | |||||
| 著者版フラグ | ||||||
| 値 | publisher | |||||
| 出版者 | ||||||
| 出版者 | 社団法人 土木学会 | |||||
