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  1. 学術雑誌掲載済論文
  2. 和雑誌

橋台背面盛土の地盤工学的な性状把握と水理模型実験による侵食過程の観察

https://kitami-it.repo.nii.ac.jp/records/2000016
https://kitami-it.repo.nii.ac.jp/records/2000016
c4cc99d4-5e15-4460-b0c8-08eef2f8e41d
名前 / ファイル ライセンス アクション
dobokuB1_74,4,I_1273-1278.pdf 土木学会論文集B1(水工学) 74, 4, I_1273-1278 (2.1 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2021-03-31
タイトル
言語 ja
タイトル 橋台背面盛土の地盤工学的な性状把握と水理模型実験による侵食過程の観察
タイトル
言語 en
タイトル GEOTECHNICAL PROPERTIES AND OBSEARVATION OF EROSION PROCESS BY HYDRAULIC MODEL TEST OF BACK-FILL OF ABUTMENT
言語
言語 jpn
キーワード
言語 en
主題Scheme Other
主題 back-fill of abutment
キーワード
言語 en
主題Scheme Other
主題 soil investigation
キーワード
言語 en
主題Scheme Other
主題 S-wave velocity
キーワード
言語 en
主題Scheme Other
主題 open channel test
キーワード
言語 en
主題Scheme Other
主題 erosion
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ journal article
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
著者 川尻, 峻三

× 川尻, 峻三

WEKO 39273

ja 川尻, 峻三

en KAWAJIRI, Shunzo

Search repository
川口, 貴之

× 川口, 貴之

WEKO 285
CiNii ID 9000242386479
KAKEN - 研究者検索 20310964

ja 川口, 貴之

ja-Kana カワグチ, タカユキ

en KAWAGUCHI, Takayuki

Search repository
渡邊, 康玄

× 渡邊, 康玄

WEKO 214
CiNii ID 9000411228257
KAKEN - 研究者検索 00344424

ja 渡邊, 康玄

ja-Kana ワタナベ, ヤスハル

en Watanabe, Yasuhau

Search repository
宮森, 保紀

× 宮森, 保紀

WEKO 280
CiNii ID 9000003821187
KAKEN - 研究者検索 00363383

ja 宮森, 保紀

en MIYAMORI, Yasunori

ja-Kana ミヤモリ, ヤスノリ

Search repository
川俣, さくら

× 川俣, さくら

ja 川俣, さくら

en KAWAMATA, Sakura

Search repository
御厩敷, 公平

× 御厩敷, 公平

ja 御厩敷, 公平

en ONMAYASHIKI, Kohei

Search repository
金子, 大輝

× 金子, 大輝

ja 金子, 大輝

en KANEKO, Taiki

Search repository
高橋, 大樹

× 高橋, 大樹

ja 高橋, 大樹

en TAKAHASHI, Hiroki

Search repository
抄録
内容記述タイプ Abstract
内容記述 2016年8月に発生した北海道豪雨災害では,橋台背面盛土の侵食・流失とそれに伴う道路陥没による被害が顕在化した.そこで本研究では,既設道路橋と旧鉄道橋を対象として橋台背面盛土の性状を把握するため地盤調査を実施した.また,流水作用時における橋台背面盛土の基礎的な侵食過程を観察するために水理模型実験を行った.地盤調査から,右岸と左岸では盛土材料の土質に違いはなかったものの,S波速度分布は異なっていたため,右岸と左岸の橋台背面盛土では密度や含水比などの地盤性状が異なっていると考えられる.また,水理模型実験から模型盛土の侵食は橋台と盛土の境界部で発生し,橋台内部へ侵食が進行すること,最終的な崩壊形態は被災した橋台と同様であることが確認された.
言語 ja
抄録
内容記述タイプ Abstract
内容記述 The back-fill of the abutment was eroded and a road collapse occurred due to Hokkaido heavy rain disaster in 2016. In this study, the geotechnical investigation was conducted to evaluate the properties of the back fill of the abutment. In addition, the open channel experiment was conducted to observe the basic erosion process of the back fill of the abutment during flowing water condition. Based on the results of the geotechnical investigation, the distribution of the S-wave velocity was different between the right bank and the left bank. From the results of the model test, the erosion of the embankment advanced at the boundary of the structure of the abutment and the embankment.
言語 en
書誌情報 ja : 土木学会論文集B1(水工学)

巻 74, 号 4, p. I_1273-I_1278, 発行日 2018
ISSN
収録物識別子タイプ PISSN
収録物識別子 2185-467X
DOI
識別子タイプ DOI
関連識別子 https://doi.org/10.2208/jscejhe.74.I_1273
論文ID(NAID)
識別子タイプ NAID
関連識別子 130007628098
出版者
言語 ja
出版者 土木学会
著者版フラグ
値 publisher
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
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