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長野西部犀川流域の地すべり地危険度評価
https://nagano-nct.repo.nii.ac.jp/records/506
https://nagano-nct.repo.nii.ac.jp/records/506e6425e1b-c143-43c4-8672-817d2e718ba0
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
nagano_nct-20-16.pdf (403.6 kB)
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| Item type | Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2013-02-19 | |||||
| タイトル | ||||||
| タイトル | 長野西部犀川流域の地すべり地危険度評価 | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| 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 | |||||
| その他（別言語等）のタイトル | ||||||
| その他のタイトル | An Evaluation of Landslide Susceptibility of the Sai-River Basin to the West of Nagano City | |||||
| 著者 |
柴田, 信雄
× 柴田, 信雄 |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | A large number of landslides have occurred in the Sai-River Basin of the western part of Nagano city and farther west. In such a landslide concentrated area, an evaluation of landslide susceptibility is necessary in order to give priority in the defensive works. In this study, the quantification method is applied to evaluate the landslide susceptibility in the Sai-River Basin to the west of Nagano City, using topographical and geological items. As the result of analyses, high category weights which increase landslide susceptibility are clearly recognized in the following categories: (1) the bedrock consists of mudstones; (2) the sliding block consists of sandy or clay soils; (3) and there exist some swamps. Thus 82% reliability in sorting out the seriously susceptible zones from the average susceptible zones of the landslide was calculated. | |||||
| 書誌情報 |
長野工業高等専門学校紀要 巻 20, p. 117-122, 発行日 1989-12-28 |
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| 出版者 | ||||||
| 出版者 | 長野工業高等専門学校 | |||||
| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 0286-1909 | |||||
| 書誌レコードID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00179170 | |||||
| フォーマット | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | application | |||||
| 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 | |||||
