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Effects of Undrained Shear Strength Anisotropy on Bearing Capacity Factor of Cohesive Soil Stratum
http://hdl.handle.net/10649/356
http://hdl.handle.net/10649/356a644a02e-8f90-41c0-92b5-76dc2a98ba8e
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
K8_26.pdf (558.4 kB)
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| アイテムタイプ | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2011-02-15 | |||||
| タイトル | ||||||
| タイトル | Effects of Undrained Shear Strength Anisotropy on Bearing Capacity Factor of Cohesive Soil Stratum | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | anisotropy | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | cohesive soil | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | consolidated undrained shear | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | plasricity | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | stability analysis | |||||
| 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 | departmental bulletin paper | |||||
| 著者 |
亀井, 健史
× 亀井, 健史 |
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| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 1421 | |||||
| 姓名 | カメイ, タケシ | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 1422 | |||||
| 姓名 | Kamei, Takeshi | |||||
| 著者所属 | ||||||
| 値 | 長岡技術科学大学建設系 | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | In order to investigate the effect of undrained shear strength anisotropy on bearing capacity of cohesive soil stratum, a series of consolidated undrained triaxial compression and extension tests were performed on twelve kinds of cohesive soils with different plasticity index. When a cohesive soil stratum was assumed to possess an isotropic strength, the calculated results were overestimated the bearing capacity of the cohesive soil stratum for a soil with low plasticity index significantly. When the undrained shear strength anisotropy is taken into consideration in stability analysis, the bearing capacity factor, Nc’, deteriorates with a decrease in Ip. In addition, the calculated bearing capacity result of slip circle solution is more overestimated than that of plasticity theory. | |||||
| 書誌情報 |
長岡技術科学大学研究報告 巻 8, p. 207-215, 発行日 1986-10-01 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 0388-5631 | |||||
| 書誌レコードID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00177120 | |||||
| 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 | |||||
| 出版者 | ||||||
| 出版者 | 長岡技術科学大学 | |||||
