{"@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/1390282679588356992.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.3208/sandf1972.23.2_98"}},{"identifier":{"@type":"NDL_BIB_ID","@value":"2595608"}},{"identifier":{"@type":"URI","@value":"http://id.ndl.go.jp/bib/2595608"}},{"identifier":{"@type":"URI","@value":"https://ndlsearch.ndl.go.jp/books/R000000004-I2595608"}},{"identifier":{"@type":"URI","@value":"https://dl.ndl.go.jp/pid/10448232"}},{"identifier":{"@type":"NAID","@value":"110003983407"}},{"identifier":{"@type":"URI","@value":"http://id.ndl.go.jp/digimeta/10448232"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0038080620321764?httpAccept=text/xml"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0038080620321764?httpAccept=text/plain"}},{"identifier":{"@type":"URI","@value":"http://dl.ndl.go.jp/info:ndljp/pid/10448232"}},{"identifier":{"@type":"NAID","@value":"130003750939"}}],"dc:title":[{"@language":"en","@value":"An evaluation of laboratory testing techniques in soil mechanics."},{"@value":"An Evaluation of Labortory Testing Techniques in Soil Mechanics"},{"@language":"ja-Kana","@value":"Evaluation of Labortory Testing Techniq"}],"dc:language":"en","description":[{"type":"abstract","notation":[{"@language":"en","@value":"An extensive soil testing program was conducted on clay and sand materials using three different devices, namely the standard triaxial, the N.G.I. simple shear device and the thin long hollow cylinder. Both monotonic and cycling loadings were used and led to results that dramatize the influence of the boundary conditions present in each device. The use of the simple shear test to simulate the conditions that prevail during landslides or earthquakes is found to lead to erroneous results when compared to the thin hollow cylinder. For both static and dynamic tests the triaxial tests is definitely an improvement over the simple shear one. The thin hollow cylinder is shown to be the most desirable configuration to be used in the soils laboratory for studies related to strength and stability under both static and earthquake situations."}],"abstractLicenseFlag":"disallow"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1410282679588356864","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000005773897"},{"@type":"NRID","@value":"9000254606361"},{"@type":"NRID","@value":"9000254165478"}],"foaf:name":[{"@language":"en","@value":"SAADA ADEL S."}]},{"@id":"https://cir.nii.ac.jp/crid/1410282679588356993","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000005773898"},{"@type":"NRID","@value":"9000254606362"},{"@type":"NRID","@value":"9000254165479"}],"foaf:name":[{"@language":"en","@value":"FRIES GERARDO"}]},{"@id":"https://cir.nii.ac.jp/crid/1410282679588356992","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000005773899"},{"@type":"NRID","@value":"9000254606363"},{"@type":"NRID","@value":"9000254165480"}],"foaf:name":[{"@language":"en","@value":"KER CHING-CHANG"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"03851621"},{"@type":"NDL_BIB_ID","@value":"000000017152"},{"@type":"ISSN","@value":"03851621"},{"@type":"LISSN","@value":"03851621"},{"@type":"PISSN","@value":"00380806"},{"@type":"NCID","@value":"AN00173174"}],"prism:publicationName":[{"@language":"en","@value":"SOILS AND FOUNDATIONS"},{"@language":"ja","@value":"土質工学会論文報告集"},{"@language":"en","@value":"SOILS AND FOUNDATIONS"},{"@language":"ja","@value":"土質工学会論文報告集"}],"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":"1983","prism:volume":"23","prism:number":"2","prism:startingPage":"98","prism:endingPage":"112"},"reviewed":"false","url":[{"@id":"http://id.ndl.go.jp/bib/2595608"},{"@id":"https://ndlsearch.ndl.go.jp/books/R000000004-I2595608"},{"@id":"https://dl.ndl.go.jp/pid/10448232"},{"@id":"http://id.ndl.go.jp/digimeta/10448232"},{"@id":"https://api.elsevier.com/content/article/PII:S0038080620321764?httpAccept=text/xml"},{"@id":"https://api.elsevier.com/content/article/PII:S0038080620321764?httpAccept=text/plain"},{"@id":"http://dl.ndl.go.jp/info:ndljp/pid/10448232"}],"availableAt":"1983","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=triaxial%20test","dc:title":"triaxial test"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360292620477323776","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Direct Simple-Shear Tests on a Norwegian Quick Clay"}]},{"@id":"https://cir.nii.ac.jp/crid/1360574093503749888","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Effect of End Membrane Thickness on the Strength of “Frictionless” Cap and Base Tests"}]},{"@id":"https://cir.nii.ac.jp/crid/1360855569430393472","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Torsion Shear Apparatus for Soil Testing"}]},{"@id":"https://cir.nii.ac.jp/crid/1361418521447091712","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Test Procedures for Measuring Soil Liquefaction Characteristics"}]},{"@id":"https://cir.nii.ac.jp/crid/1361981471198217344","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Reanalysis of simple shear soil testing"}]},{"@id":"https://cir.nii.ac.jp/crid/1362825894914820608","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"State of the Art: Laboratory Strength Testing of Soils"}]},{"@id":"https://cir.nii.ac.jp/crid/1362825895328434560","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"A New Ring Shear Apparatus and Its Application to the Measurement of Residual Strength"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942016","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"The behavior of clays subjected to slow cyclic loading"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942022","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"An apparatus for the application of simple shear to soil samples"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942023","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Fundamental considerations for cyclic triaxial tests on saturated sand"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942024","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Importance of free ends in triaxial testings"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942144","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"A discussion on the “Strength of soils”"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942145","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Shear devices for determining dynamic soil properties"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942146","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Stress conditions in triax- ial compression"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942147","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Dynamic triaxial and simple shear behavior of sand"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942148","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Analysis of stress and strain distributions in triaxial tests using the method of finite elements"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942149","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"One dimensional consolidation in triaxial cell"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942272","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Strength and stress-strain characteristics of clays subjected to seismic loading conditions"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942275","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Effect of variations in Poisson’s ratio on soil triaxial testing"}]},{"@id":"https://cir.nii.ac.jp/crid/1370006919625942276","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Analysis of stress distribution in torsional shear testing"}]},{"@id":"https://cir.nii.ac.jp/crid/1370869448887613824","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Effect of relative density on the liquefaction susceptibility of a fine sand under controlled- stress loading"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204611083520","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Numerical analysis of soils in simple shear devices."},{"@language":"ja-Kana","@value":"Numerical Analysis of Soils in Simple S"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679586903168","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Pore pressures in simple shear."}]},{"@id":"https://cir.nii.ac.jp/crid/1390282679589016960","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Stress induced in short cylinders subjected to axial deformation and lateral pressures."},{"@language":"ja-Kana","@value":"Stress Induced in Short Cylinders Subje"}]}],"dataSourceIdentifier":[{"@type":"JALC","@value":"oai:japanlinkcenter.org:0019685641"},{"@type":"NDL_SEARCH","@value":"oai:ndlsearch.ndl.go.jp:R000000004-I2595608"},{"@type":"NDL_SEARCH","@value":"oai:ndlsearch.ndl.go.jp:R100000039-I10448232"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.23.2_98"},{"@type":"NDL_DC","@value":"info:ndljp/pid/10448232"},{"@type":"CIA","@value":"110003983407"},{"@type":"CIA","@value":"130003750939"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.26.2_91_references_DOI_GSgmHgtnHHLJA5olBOXiAKIlNMb"},{"@type":"CROSSREF","@value":"10.3208/sandf1972.27.2_31_references_DOI_GSgmHgtnHHLJA5olBOXiAKIlNMb"}]}