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Some general tendency related to the building damage and landslide dam failure was obtained.\n\nConclusions\nThrough the field investigation, it was found that geological and geomorphological characteristics of a site, combined with the structure feature of the building, such as the short column effect, amplified the seismic vibration and caused severe building collapse and damages, i.e., 1) For buildings on flat area consisting of lacustrine deposit or diluvial deposit, resonance effect might be the main reason, while for the buildings on the top of hills or narrow ridges, topographic effect and sometimes, short column effect should take the main responsibility; 2) For buildings located on the gentle slopes or landslides, the settlement in the infill side caused by the strong seismic vibration can be the main reason; 3) Besides of the building failure on lacustrine deposit, failure patterns in three types of topographic and geological features, i.e., narrow ridges formed by landslides, diluvial deposits and alluvial fans, and landslides, were proposed as the possible mechanism of the building damage caused by the earthquake. 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Effects of topographic and geological features on building damage caused by 2015.4.25 Mw7.8 Gorkha earthquake in Nepal: a preliminary investigation report
https://doi.org/10.24517/00064893
https://doi.org/10.24517/0006489337ed220f-1b02-456f-89ba-a0546d0d7a64
名前 / ファイル | ライセンス | アクション |
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TE-PR-MIYAJIMA-M-2016-3.7.pdf (5.5 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2022-01-28 | |||||
タイトル | ||||||
タイトル | Effects of topographic and geological features on building damage caused by 2015.4.25 Mw7.8 Gorkha earthquake in Nepal: a preliminary investigation report | |||||
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 | |||||
ID登録 | ||||||
ID登録 | 10.24517/00064893 | |||||
ID登録タイプ | JaLC | |||||
著者 |
Wang, Fawu
× Wang, Fawu× Miyajima, Masakatsu× Dahal, Ranjan× Timilsina, Manita× Li, Tonglu× Fujiu, Makoto× Kuwada, Yohei× Zhao, Quanli |
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著者別表示 |
宮島, 昌克
× 宮島, 昌克× 藤生, 慎 |
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提供者所属 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 金沢大学理工研究域地球社会基盤学系 | |||||
書誌情報 |
Geoenvironmental Disasters 巻 3, 号 1, p. 7, 発行日 2016 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 2197-8670 | |||||
DOI | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | DOI | |||||
関連識別子 | 10.1186/s40677-016-0040-2 | |||||
出版者 | ||||||
出版者 | International Consortium on Geo-disaster Reduction (ICGdR) / Springer | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Background The 2015.4.25 Gorkha earthquake affected about eight million people in Nepal. Most injuries and loss of life were due to building collapse and damage. This work aims to investigate the topographical and geological effects on the severe damage caused by this earthquake. Findings In one-week field investigation in the earthquake-affected areas, several severely damaged areas with different topographic and geological features were surveyed, as well as the site of Kaligandaki River landslide dam failure. Some general tendency related to the building damage and landslide dam failure was obtained. Conclusions Through the field investigation, it was found that geological and geomorphological characteristics of a site, combined with the structure feature of the building, such as the short column effect, amplified the seismic vibration and caused severe building collapse and damages, i.e., 1) For buildings on flat area consisting of lacustrine deposit or diluvial deposit, resonance effect might be the main reason, while for the buildings on the top of hills or narrow ridges, topographic effect and sometimes, short column effect should take the main responsibility; 2) For buildings located on the gentle slopes or landslides, the settlement in the infill side caused by the strong seismic vibration can be the main reason; 3) Besides of the building failure on lacustrine deposit, failure patterns in three types of topographic and geological features, i.e., narrow ridges formed by landslides, diluvial deposits and alluvial fans, and landslides, were proposed as the possible mechanism of the building damage caused by the earthquake. For landslide dam failure, it was found that landslide dam could easily breach or collapse, when the landslide-dam-deposits were fine. |
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権利 | ||||||
権利情報 | Copyright © 2016 Wang et al. Open Access This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. | |||||
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 | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | https://geoenvironmental-disasters.springeropen.com/ | |||||
関連名称 | https://geoenvironmental-disasters.springeropen.com/ | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | https://geoenvironmental-disasters.springeropen.com/articles/10.1186/s40677-016-0040-2 | |||||
関連名称 | https://geoenvironmental-disasters.springeropen.com/articles/10.1186/s40677-016-0040-2 |