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j.enggeo.2020.105922.pdf4.62 MBAdobe PDF見る/開く
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dc.contributor.authorWang, Gonghuien
dc.contributor.authorZhang, Fanyuen
dc.contributor.authorFuruya, Genen
dc.contributor.authorHayashi, Koichien
dc.contributor.authorHu, Weien
dc.contributor.authorMcSaveney, Maurien
dc.contributor.authorHuang, Runqiuen
dc.contributor.alternative王, 功輝ja
dc.date.accessioned2022-03-14T01:05:46Z-
dc.date.available2022-03-14T01:05:46Z-
dc.date.issued2021-01-
dc.identifier.urihttp://hdl.handle.net/2433/268872-
dc.description.abstractIn 2008, the Wenchuan earthquake triggered many large landslides with rapid movement and long runouts, resulting in a great number of casualties. Although there have been many studies of the geographical features and initiation mechanisms of some catastrophic landslides, the movement mechanisms for many remain unclear. In this paper, we present a case study of a large landslide (debris avalanche) triggered by the 2008 Wenchuan earthquake in the Donghekou area, Sichuan Province, China. We made detailed field surveys of the geographical features of the landslide and carried out subsurface investigations of the landslide deposits using microtremor array measurement and electrical resistivity tomography (ERT). Based on the observed surficial features, shear-wave velocity (Vs) profiles and 2D electrical resistivity profiles of the landslide deposits, we estimated the possible thickness of landslide deposits at different locations, and also analyzed the possible landsliding mechanisms. We inferred that this landslide resulted from retrogressive failures on the source area, and the displaced landslide materials underwent transitional spreading with further entrainment of debris along the travel path. Multiple mud waves might have been formed in the substrate soil layers along the travel path due to the entraining of landsliding materials, and the landsliding materials might have presented channelized movements, indicating that different parts may have moved at different speeds. This kind of transportation mechanism may provide information for elevating the numerical simulation of landsliding, and also for reuse of deposit area of large landslides.en
dc.language.isoeng-
dc.publisherElsevier BVen
dc.rights© 2020. This manuscript version is made available under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International license.en
dc.rightsThe full-text file will be made open to the public on 1 January 2023 in accordance with publisher's 'Terms and Conditions for Self-Archiving'.en
dc.rightsThis is not the published version. Please cite only the published version. この論文は出版社版でありません。引用の際には出版社版をご確認ご利用ください。en
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/-
dc.subjectWenchuan earthquakeen
dc.subjectDebris avalancheInternal structureen
dc.subjectLandslide depositsen
dc.subjectMovement mechanismen
dc.titleThe debris avalanche in Donghekou area triggered by the 2008 Wenchuan (M8.0) earthquake: Features and possible transportation mechanismsen
dc.typejournal article-
dc.type.niitypeJournal Article-
dc.identifier.jtitleEngineering Geologyen
dc.identifier.volume280-
dc.relation.doi10.1016/j.enggeo.2020.105922-
dc.textversionauthor-
dc.identifier.artnum105922-
dcterms.accessRightsopen access-
datacite.date.available2023-01-01-
datacite.awardNumber18380094-
datacite.awardNumber19310124-
datacite.awardNumber19KK0121-
datacite.awardNumber.urihttps://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-18380094/-
datacite.awardNumber.urihttps://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-19310124/-
datacite.awardNumber.urihttps://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-19KK0121/-
dc.identifier.pissn0013-7952-
jpcoar.funderName日本学術振興会ja
jpcoar.funderName日本学術振興会ja
jpcoar.funderName日本学術振興会ja
jpcoar.awardTitle大規模再活動型地すべりの危険度評価と被害軽減化対策ja
jpcoar.awardTitleローカリティを考慮した新しい土砂災害リスク評価手法の開発と実用化ja
jpcoar.awardTitle連鎖性を考慮した地震による土砂災害予測手法の高度化と実用化研究ja
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