{"@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/1390589221585614336.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.3208/jgssp.ps-tc305-001"}},{"identifier":{"@type":"URI","@value":"https://www.jstage.jst.go.jp/article/jgssp/12/5/12_PS-TC305-001/_pdf"}}],"dc:title":[{"@language":"en","@value":"Damage measures of low-rise building foundations on layered sands due to earthquake impacts"}],"dc:language":"en","description":[{"type":"abstract","notation":[{"@language":"en","@value":"<p>The potential damages of low-rise building foundations on liquefiable sites were studied using the Midas GTS-NX analysis. Both free-field and foundation responses for single raft and piled raft foundations were monitored on layered sands using the UBCSand model. It was found that a single raft can be easily uplifted by surrounding groundwater and soil liquefaction occurred. The piled raft foundation has better seismic resistance compared to the single raft. The foundation load will enlarge the ground settlements but reduce the horizontal ground displacements underneath the foundation. The 2D analysis can provide rational predictions of the piled raft responses despite the foundation geometry not being fully simulated. Using a thicker raft can eliminate the angle variable of the foundation. Considerable amounts of foundation settlements were found for single rafts and piled rafts according to the design specification. Longer piles will help to reduce the foundation settlement.</p>"}],"abstractLicenseFlag":"disallow"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1410589221585614340","@type":"Researcher","foaf:name":[{"@language":"en","@value":"Chang D.W."}],"jpcoar:affiliationName":[{"@language":"en","@value":"Tamkang University"}]},{"@id":"https://cir.nii.ac.jp/crid/1410589221585614341","@type":"Researcher","foaf:name":[{"@language":"en","@value":"Hsu T.L."}],"jpcoar:affiliationName":[{"@language":"en","@value":"Tamkang University"}]},{"@id":"https://cir.nii.ac.jp/crid/1410589221585614336","@type":"Researcher","foaf:name":[{"@language":"en","@value":"Cheng S.H."}],"jpcoar:affiliationName":[{"@language":"en","@value":"National U. of Science and Technology"}]},{"@id":"https://cir.nii.ac.jp/crid/1410589221585614337","@type":"Researcher","foaf:name":[{"@language":"en","@value":"Ge L."}],"jpcoar:affiliationName":[{"@language":"en","@value":"National Taiwan University"}]},{"@id":"https://cir.nii.ac.jp/crid/1410589221585614339","@type":"Researcher","foaf:name":[{"@language":"en","@value":"Zhussupbekov A."}],"jpcoar:affiliationName":[{"@language":"en","@value":"L.N. Gumilyov Eurasian University"}]},{"@id":"https://cir.nii.ac.jp/crid/1410589221585614338","@type":"Researcher","foaf:name":[{"@language":"en","@value":"Wong R. K.-N."}],"jpcoar:affiliationName":[{"@language":"en","@value":"Sanshin Corporation"}]}],"publication":{"publicationIdentifier":[{"@type":"EISSN","@value":"21888027"}],"prism:publicationName":[{"@language":"ja","@value":"Japanese Geotechnical Society Special Publication"},{"@language":"en","@value":"Japanese Geotechnical Society Special Publication"},{"@language":"en","@value":"JGS Special Publication"}],"dc:publisher":[{"@language":"en","@value":"The Japanese Geotechnical Society"},{"@language":"ja","@value":"公益社団法人 地盤工学会"}],"prism:publicationDate":"2026-03-05","prism:volume":"12","prism:number":"5","prism:startingPage":"151","prism:endingPage":"156"},"reviewed":"false","url":[{"@id":"https://www.jstage.jst.go.jp/article/jgssp/12/5/12_PS-TC305-001/_pdf"}],"availableAt":"2026-03-05","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=low-rise%20building%20foundation","dc:title":"low-rise building foundation"},{"@id":"https://cir.nii.ac.jp/all?q=raft","dc:title":"raft"},{"@id":"https://cir.nii.ac.jp/all?q=piled%20raft","dc:title":"piled raft"},{"@id":"https://cir.nii.ac.jp/all?q=damage%20measures","dc:title":"damage measures"},{"@id":"https://cir.nii.ac.jp/all?q=layered%20sand","dc:title":"layered sand"},{"@id":"https://cir.nii.ac.jp/all?q=soil%20liquefaction","dc:title":"soil liquefaction"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360307819167754240","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Geotechnical Earthquake Engineering"}]},{"@id":"https://cir.nii.ac.jp/crid/1361981468342656640","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Evaluation of soil liquefaction potential for level ground during earthquakes. A summary report"}]},{"@id":"https://cir.nii.ac.jp/crid/1361981468454875392","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Numerical modeling of liquefaction and comparison with centrifuge tests"}]},{"@id":"https://cir.nii.ac.jp/crid/1363951793966612608","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Spectrum-Consistent Time-History Generation"}]},{"@id":"https://cir.nii.ac.jp/crid/2050870367050226560","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"The impact evaluation of soil liquefaction on low-rise building in the Meinong earthquake"}]}],"dataSourceIdentifier":[{"@type":"JALC","@value":"oai:japanlinkcenter.org:2015076358"},{"@type":"CROSSREF","@value":"10.3208/jgssp.ps-tc305-001"}]}