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  1. 0 資料タイプ別
  2. 03 紀要論文
  1. 360 災害・復興科学研究所
  2. 20 紀要
  3. 90 新潟大学積雪地域災害研究センター研究年報
  4. 第3号

高倉地すべりについて

http://hdl.handle.net/10191/39008
http://hdl.handle.net/10191/39008
f3a51f9a-aa65-4c06-8c7e-2f14ea15a11c
名前 / ファイル ライセンス アクション
3_23-30.pdf 3_23-30.pdf (564.8 kB)
Item type 紀要論文 / Departmental Bulletin Paper(1)
公開日 2016-03-03
タイトル
タイトル 高倉地すべりについて
タイトル
言語 en
タイトル 高倉地すべりについて
言語
言語 jpn
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ departmental bulletin paper
その他のタイトル
その他のタイトル On the Takakura landslide
著者 青木, 滋

× 青木, 滋

WEKO 162092

青木, 滋

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佐藤, 修

× 佐藤, 修

WEKO 162093

佐藤, 修

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鈴木, 幸治

× 鈴木, 幸治

WEKO 162094

鈴木, 幸治

Search repository
著者別名
識別子 162095
識別子Scheme WEKO
姓名 Aoki, Shigeru
著者別名
識別子 162096
識別子Scheme WEKO
姓名 Sato, Osamu
著者別名
識別子 162097
識別子Scheme WEKO
姓名 Suzuki, Koji
抄録
内容記述タイプ Abstract
内容記述 On the7th April in1980, the slope area of Takakura in No-machi (Fig.1) was broken as shown in Fig. 2 and pictures. In 1976 we had surveyed on geomorphology and geology in and around the slope area before sliding (TAKAHAMA, AOKI et al, 1978). The result of our study before and after sliding can be summarized as follows: 1) Landslide occurred in the distribution area of the youngest landslide debris as shown in Fig. 2. 2) Before sliding, remarkable two cracks were recognized at the knick lines or the said slope as shown in Fig. 3. 3) After sliding, main scarp developed at the knick line of the slope which coincide with the surface shape of the subsurface bedrock (Tertiary sandstone) as shown in Fig. 3. 4) After sliding, the chemical components of ground water are characterized by the high electric conductivity as shown in Fig. 4. 5) For the purpose of prospecting the hazardous slope, it is necessary to study on the precise geomorphological features and on the chemical components of ground water in the slope area.
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 3, p. 23-30, 発行日 1981-11
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
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