{"@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/1361699994495799040.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1061/(asce)1090-0241(2007)133:5(575)"}},{"identifier":{"@type":"URI","@value":"https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282007%29133%3A5%28575%29"}}],"dc:title":[{"@value":"Laboratory Rainfall-Induced Slope Failure with Moisture Content Measurement"}],"description":[{"notation":[{"@value":"The development of a physically based warning system for rainfall-induced slope failures requires a comprehensive understanding of the failure process. A set of laboratory-scale soil slopes was subjected to instability, through three different modes of raising water level, to clarify the process of failure initiation. Hydrologic responses of the model slopes to the saturation process were recorded by volumetric soil moisture content sensors. The results of model tests show that failures of the model slopes were essentially initiated by the development of an unstable area near the slope toe, upon the formation of the seepage area, with shallow noncircular sliding being the dominant failure mode. The volumetric moisture content of the slope region where localized failures initiated was noted to reach a nearly saturated value. However, the major portion of soil slopes involved in overall instability was still in an unsaturated condition. Based on the observed moisture content response of the model slopes, a concept for prediction methodology of rainfall-induced slope failures is introduced."}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1381699994495799042","@type":"Researcher","foaf:name":[{"@value":"Adrin Tohari"}],"jpcoar:affiliationName":[{"@value":"Researcher, Research Centre for Geotechnology-Indonesia Inst. of Sciences, Jl. Sangkuriang, Bandung 40135, Indonesia."},{"@value":"Professor, Dept. of Environmental and Civil Engineering, Okayama Univ., Tsushimanaka 3-1-1, Okayama 700-0082, Japan."},{"@value":"Assistant Professor, Dept. of Environmental and Civil Engineering, Okayama Univ., Tsushimanaka 3-1-1Okayama 700-0082, Japan."}]},{"@id":"https://cir.nii.ac.jp/crid/1381699994495799040","@type":"Researcher","foaf:name":[{"@value":"Makoto Nishigaki"}],"jpcoar:affiliationName":[{"@value":"Researcher, Research Centre for Geotechnology-Indonesia Inst. of Sciences, Jl. Sangkuriang, Bandung 40135, Indonesia."},{"@value":"Professor, Dept. of Environmental and Civil Engineering, Okayama Univ., Tsushimanaka 3-1-1, Okayama 700-0082, Japan."},{"@value":"Assistant Professor, Dept. of Environmental and Civil Engineering, Okayama Univ., Tsushimanaka 3-1-1Okayama 700-0082, Japan."}]},{"@id":"https://cir.nii.ac.jp/crid/1381699994495799041","@type":"Researcher","foaf:name":[{"@value":"Mitsuru Komatsu"}],"jpcoar:affiliationName":[{"@value":"Researcher, Research Centre for Geotechnology-Indonesia Inst. of Sciences, Jl. Sangkuriang, Bandung 40135, Indonesia."},{"@value":"Professor, Dept. of Environmental and Civil Engineering, Okayama Univ., Tsushimanaka 3-1-1, Okayama 700-0082, Japan."},{"@value":"Assistant Professor, Dept. of Environmental and Civil Engineering, Okayama Univ., Tsushimanaka 3-1-1Okayama 700-0082, Japan."}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"10900241"},{"@type":"EISSN","@value":"19435606"}],"prism:publicationName":[{"@value":"Journal of Geotechnical and Geoenvironmental Engineering"}],"dc:publisher":[{"@value":"American Society of Civil Engineers (ASCE)"}],"prism:publicationDate":"2007-05","prism:volume":"133","prism:number":"5","prism:startingPage":"575","prism:endingPage":"587"},"reviewed":"false","url":[{"@id":"https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282007%29133%3A5%28575%29"}],"createdAt":"2007-04-18","modifiedAt":"2022-06-09","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360002215340694912","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Distinct element method analyses of idealized bonded-granulate cut slope"}]},{"@id":"https://cir.nii.ac.jp/crid/1360566399843634176","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Improved measurement of soil moisture using an ultrasonic waveguide to predict rainfall-induced slope failure"}]},{"@id":"https://cir.nii.ac.jp/crid/1360576118784158848","@type":"Article","resourceType":"学術雑誌論文(journal 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earthquake"},{"@language":"ja","@value":"実験的検討による地震後の降雨による盛土崩壊メカニズムについて"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680487828608","@type":"Article","resourceType":"紀要論文(departmental bulletin paper)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"Experimental study on the effects of rainwater infiltration and cyclic loading on unsaturated silica sand"},{"@language":"en","@value":"Experimental study on the effects of rainwater infiltration and cyclic loading on unsaturated silica sand"}]},{"@id":"https://cir.nii.ac.jp/crid/1390846609820345216","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Laboratory experiment of the tomography measurement using a new microchip soil moisture 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