{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1010000781872606611.json","@type":"Article","resourceType":"学術雑誌論文(journal article)","dc:title":[{"@language":"ja","@value":"Constitutive model for the brittle behavior of soil, Discussion on modeling"}],"publication":{"prism:publicationName":[{"@language":"ja","@value":"Proceedings of Tohoku branch of Japanese Society of Civil Engineers Annual Meeting No.III-1"}],"prism:publicationDate":"2005","prism:startingPage":"370","prism:endingPage":"371"},"project":[{"@id":"https://cir.nii.ac.jp/crid/1040000781872606464","@type":"Project","projectIdentifier":[{"@type":"KAKEN","@value":"16310130"},{"@type":"JGN","@value":"JP16310130"},{"@type":"URI","@value":"https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-16310130/"}],"notation":[{"@language":"ja","@value":"土の引っ張り破壊を考慮した土構造物の地震時評価手法の開発"},{"@language":"en","@value":"Development of a seismic damage evaluation method for embankments considering tensile failure of soil"}]}],"dataSourceIdentifier":[{"@type":"KAKEN","@value":"PRODUCT-18660556"}]}