{"@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/1390282680241773056.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1299/jmmp.4.1261"}},{"identifier":{"@type":"BIBCODE","@value":"2010JSMME...4.1261H"}},{"identifier":{"@type":"URI","@value":"http://www.jstage.jst.go.jp/article/jmmp/4/8/4_8_1261/_pdf"}},{"identifier":{"@type":"NAID","@value":"130000336648"}}],"dc:title":[{"@language":"en","@value":"Admissible Stress Fields for a Semi-infinite Planar Heap of Granular Medium Possessing Self-weight in Loose Condition"}],"dc:language":"en","description":[{"type":"abstract","notation":[{"@language":"en","@value":"Linear and nonlinear stress propagations in the problem of two-dimensional symmetrical sand pile were investigated. The hyperbolic-type differential equations were formulated under the criterion of self-weight loading. This study shows that the admissible stress solution can be obtained from a wave-like equation by combining the differential equilibrium equations and the local stress conditions with the boundary conditions. Unlike linear stress propagation which appears in straight line, nonlinear stress propagation appears in smooth curves of principal stress directions which are regarded as nests of major and minor arches formed in granular media. The spatial distribution of safety factor against sliding under each closure is also presented and discussed."}],"abstractLicenseFlag":"disallow"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1410282680241773056","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000021306679"}],"foaf:name":[{"@language":"en","@value":"HENG Sokbil"}],"jpcoar:affiliationName":[{"@language":"en","@value":"Department of International Development Engineering, Tokyo Institute of Technology"}]},{"@id":"https://cir.nii.ac.jp/crid/1030003825718759296","@type":"Researcher","personIdentifier":[{"@type":"KAKEN_RESEARCHERS","@value":"10401522"},{"@type":"NRID","@value":"1000010401522"},{"@type":"ORCID","@value":"0000-0001-7530-7347"},{"@type":"NRID","@value":"9000402257287"},{"@type":"NRID","@value":"9000258443583"},{"@type":"NRID","@value":"9000258443745"},{"@type":"NRID","@value":"9000258444901"},{"@type":"NRID","@value":"9000380429303"},{"@type":"NRID","@value":"9000006372524"},{"@type":"NRID","@value":"9000411583006"},{"@type":"NRID","@value":"9000258444911"},{"@type":"NRID","@value":"9000412149280"},{"@type":"NRID","@value":"9000258495263"},{"@type":"NRID","@value":"9000258248470"},{"@type":"NRID","@value":"9000256363740"},{"@type":"NRID","@value":"9000347171845"},{"@type":"NRID","@value":"9000403817769"},{"@type":"NRID","@value":"9000403819284"},{"@type":"NRID","@value":"9000403819285"},{"@type":"NRID","@value":"9000380429370"},{"@type":"NRID","@value":"9000404529781"},{"@type":"NRID","@value":"9000258495233"},{"@type":"NRID","@value":"9000403819399"},{"@type":"NRID","@value":"9000403819398"},{"@type":"NRID","@value":"9000347172214"},{"@type":"NRID","@value":"9000258444556"},{"@type":"NRID","@value":"9000403817807"},{"@type":"NRID","@value":"9000403817788"},{"@type":"NRID","@value":"9000403817789"},{"@type":"NRID","@value":"9000258495271"},{"@type":"NRID","@value":"9000258503137"},{"@type":"NRID","@value":"9000241434216"},{"@type":"NRID","@value":"9000258444563"},{"@type":"NRID","@value":"9000380429313"},{"@type":"NRID","@value":"9000021306691"},{"@type":"NRID","@value":"9000405760972"},{"@type":"NRID","@value":"9000257893704"},{"@type":"NRID","@value":"9000258441905"},{"@type":"NRID","@value":"9000394965399"},{"@type":"NRID","@value":"9000409498180"},{"@type":"NRID","@value":"9000399511346"},{"@type":"NRID","@value":"9000258444986"},{"@type":"NRID","@value":"9000258442571"},{"@type":"NRID","@value":"9000386101756"},{"@type":"NRID","@value":"9000255808870"},{"@type":"NRID","@value":"9000258264828"},{"@type":"NRID","@value":"9000356671126"},{"@type":"NRID","@value":"9000392142801"},{"@type":"NRID","@value":"9000392142809"},{"@type":"NRID","@value":"9000257894143"},{"@type":"NRID","@value":"9000257893963"},{"@type":"NRID","@value":"9000258500131"},{"@type":"NRID","@value":"9000256361967"},{"@type":"NRID","@value":"9000021306662"},{"@type":"NRID","@value":"9000283785759"},{"@type":"RESEARCHMAP","@value":"https://researchmap.jp/read0069392"}],"foaf:name":[{"@language":"en","@value":"PIPATPONGSA Thirapong"}],"jpcoar:affiliationName":[{"@language":"en","@value":"Global Scientific Information and Computing Center, Tokyo Institute of Technology"}]}],"publication":{"publicationIdentifier":[{"@type":"EISSN","@value":"18809871"}],"prism:publicationName":[{"@language":"en","@value":"Journal of Solid Mechanics and Materials Engineering"},{"@language":"en","@value":"JMMP"},{"@language":"ja","@value":"JSMME"}],"dc:publisher":[{"@language":"en","@value":"The Japan Society of Mechanical Engineers"},{"@language":"ja","@value":"一般社団法人 日本機械学会"}],"prism:publicationDate":"2010","prism:volume":"4","prism:number":"8","prism:startingPage":"1261","prism:endingPage":"1272"},"reviewed":"false","dcterms:accessRights":"http://purl.org/coar/access_right/c_abf2","url":[{"@id":"http://www.jstage.jst.go.jp/article/jmmp/4/8/4_8_1261/_pdf"}],"availableAt":"2010","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=Granular%20Media","dc:title":"Granular Media"},{"@id":"https://cir.nii.ac.jp/all?q=Admissible%20Stress","dc:title":"Admissible Stress"},{"@id":"https://cir.nii.ac.jp/all?q=Stress%20Propagation","dc:title":"Stress Propagation"},{"@id":"https://cir.nii.ac.jp/all?q=Self-Weight%20Transfer","dc:title":"Self-Weight Transfer"},{"@id":"https://cir.nii.ac.jp/all?q=Mohr-Coulomb%20Failure%20Criteria","dc:title":"Mohr-Coulomb Failure Criteria"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360004232295389824","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Statics of loose triangular embankment under Nadai’s sand hill analogy"}]},{"@id":"https://cir.nii.ac.jp/crid/1360292619709701120","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"An explanation for the central stress minimum in sand 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PRESSURE ON SURFACES SUPPORTING A MASS OF GRANULAR MATERIAL."}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205349868928","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Measurements of Vertical Pressure Profile beneath a Planar Valley of Loose Sand and Its Estimation Based on Self-Similar Solution of Elliptic Equation System"}]},{"@id":"https://cir.nii.ac.jp/crid/2120589364504159232","@type":"OtherWorks","resourceType":"学術雑誌論文(journal article)","relationType":["isIdenticalTo"],"jpcoar:relatedTitle":[{"@value":"Admissible stress fields for a semi-infinite planar heap of granular medium possessing self-weight in loose 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