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  1. 学術雑誌論文
  2. 5 技術(工学)

Applicability of Surface Wave Method to Boundary of Cutting and Filling of Residential Embankments

http://hdl.handle.net/10228/0002001301
http://hdl.handle.net/10228/0002001301
853449b4-302b-4a71-a053-23898d19f1a1
名前 / ファイル ライセンス アクション
10448243.pdf 10448243.pdf (818 KB)
アイテムタイプ 共通アイテムタイプ(1)
公開日 2025-02-13
タイトル
タイトル Applicability of Surface Wave Method to Boundary of Cutting and Filling of Residential Embankments
言語 en
その他のタイトル
その他のタイトル APPLICABILITY OF SURFACE WAVE METHOD TO BOUNDARY OF CUTTING AND FILLING OF RESIDENTIAL EMBANKMENTS
言語 en
著者 Ogasawara, Akinobu

× Ogasawara, Akinobu

en Ogasawara, Akinobu

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Hayashizaki, Shota

× Hayashizaki, Shota

en Hayashizaki, Shota

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川尻, 峻三

× 川尻, 峻三

WEKO 35476
e-Rad_Researcher 80621680
Scopus著者ID 55193433500
ORCiD 0000-0003-2868-7425
九工大研究者情報 100001538

ja 川尻, 峻三

ja-Kana カワジリ, シュンゾウ

en Kawajiri, Shunzo

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Kawaguchi, Takayuki

× Kawaguchi, Takayuki

en Kawaguchi, Takayuki

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Nakamura, Dai

× Nakamura, Dai

en Nakamura, Dai

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抄録
内容記述タイプ Abstract
内容記述 In recent years, earthquakes have caused several types of damage to residential embankments. To assess the integrity of residential embankments and ascertain necessary countermeasures following ground disasters, it is crucial to accurately define the boundary of cutting and filling. Although surface wave methods nondestructively unveil the S-wave velocity VS across a broad spectrum, there are currently no methods available to predict the boundary of cutting and filling based on VS. In this investigation, surface wave measurements were conducted in an area thought to be an embankment, according to aerial topographic interpretation. The acquired VS data were used to ascertain the soil characteristics of the unaffected residential embankment. Furthermore, the applicability of a method for predicting the boundary of cutting and fillings was examined. When the mode value of VS within the embankment was selected as the threshold for the boundary of cutting and filling, some agreement was confirmed with the outcomes calculated through aerial topographic interpretation. In addition, a straightforward technique for calculating ground subsidence based on VS was considered. It was found that it may be feasible to determine the estimated seismic settlement of residential levees swiftly and nondestructively throughout a sizable region. These results indicate that the use of the surface wave method has the potential to advance residential embankment health assessment systems.
言語 en
書誌情報 en : International Journal of GEOMATE

巻 27, 号 121, p. 1-9, 発行日 2024-10-01
出版社
出版者 GEOMATE International Society
言語 en
キーワード
主題Scheme Other
主題 S-wave velocity
キーワード
主題Scheme Other
主題 Residential embankment
キーワード
主題Scheme Other
主題 Boundary of cutting and filling
言語
言語 eng
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 journal article
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
DOI
識別子タイプ DOI
関連識別子 https://doi.org/10.21660/2024.121.4446
ISSN
収録物識別子タイプ EISSN
収録物識別子 2186-2990
研究者情報
URL https://hyokadb02.jimu.kyutech.ac.jp/html/100001538_ja.html
論文ID(連携)
値 10448243
連携ID
値 12956
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