WEKO3
アイテム
1978年5月18日妙高災害(1) : 斜面崩壊について
http://hdl.handle.net/10191/38976
http://hdl.handle.net/10191/389764a0afb8d-ca79-4abf-a533-0d2d09c6747e
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
1_1-21.pdf (1.8 MB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2016-03-03 | |||||
| タイトル | ||||||
| タイトル | 1978年5月18日妙高災害(1) : 斜面崩壊について | |||||
| タイトル | ||||||
| タイトル | 1978年5月18日妙高災害(1) : 斜面崩壊について | |||||
| 言語 | en | |||||
| 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 | |||||
| その他のタイトル | ||||||
| その他のタイトル | Cause of landslide occurred at Mt. Myoko on 18th May, 1978 | |||||
| 著者 |
青木, 滋
× 青木, 滋× 藤田, 至則× 霜鳥, 重雄× 島津, 光夫× 吉村, 尚久× 高浜, 信行× 早川, 嘉一× 北野, 康× 鈴木, 幸治 |
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| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 162184 | |||||
| 姓名 | Aoki, Shigeru | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 162185 | |||||
| 姓名 | Fujita, Yukinori | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 162186 | |||||
| 姓名 | Shimotori, Shigeo | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 162187 | |||||
| 姓名 | Shimazu, Mitsuo | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 162188 | |||||
| 姓名 | Yoshimura, Takahisa | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 162189 | |||||
| 姓名 | Takahama, Nobuyuki | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 162190 | |||||
| 姓名 | Hayakawa, Kaichi | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 162191 | |||||
| 姓名 | Kitano, Yasushi | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 162192 | |||||
| 姓名 | Suzuki, Koji | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | 1) At about 6:20 a.m. on 18th May, 1978, the slope area of 1.3ha, located at 1,600 m above the sea level, was suddenly broken and a mass of about 200,000 m^3 were sliden into the valley of river Shirotagiri-gawa (Loc. 1 in Fig. 1). 2) The broken slope consisted mainly of surface materials which can be subdivided into permeable and channel which are composed of altered andesitic tuff breccia, as shown in Figs.11, 19 and 20. 3) The groundwater of landslide site can be subdivided into two types; one is shallow water in buried river deposits (A_2-type) and another is fissure water involved in altered bed rock (A_1-type) as shown in Figs.8 and 20. The tritium content in both types of water is nearly the same as that of recent rain water. 4) The surface materials seem to have been moved sometimes in the past, and as a result of such occasional movement, the crack which coincides with slide surface would be originated in the talus deposits, as shown in Fig.1 of plate III and in Fig.17. 5) It is strongly suggested that the infiltration of large amount of water, which was supplied from rapid snow melting at unusual high temperature in that season, might increased the pore water pressure in the surface deposits to break the above-mentioned unstable state of slope, and the landslide was brought about in succession. | |||||
| 書誌情報 |
新潟大学積雪地域災害研究センター研究年報 en : 新潟大学積雪地域災害研究センター研究年報 巻 1, p. 1-21, 発行日 1979-03 |
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| 出版者 | ||||||
| 出版者 | 新潟大学積雪地域災害研究センター | |||||
| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 03877892 | |||||
| 書誌レコードID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00183327 | |||||
| 著者版フラグ | ||||||
| 値 | publisher | |||||
