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dc.contributor.authorHsu, HHen_US
dc.contributor.authorHuang, ABen_US
dc.date.accessioned2014-12-08T15:47:16Z-
dc.date.available2014-12-08T15:47:16Z-
dc.date.issued1998-12-01en_US
dc.identifier.issn0149-6115en_US
dc.identifier.urihttp://hdl.handle.net/11536/31718-
dc.description.abstractAn experimental system capable of simulating axisymmetric field conditions has been developed. This system, as an improvement over conventional calibration chambers, enables cone penetration tests (CPT) to be calibrated under minimal boundary effects. The new simulator consists of a stack of 20 rings to house the sand specimen. These rings are lined with an inflatable silicone rubber membrane on the inside. The boundary expansion and stress are measured and individually controlled, respectively, at each ring level during the CPT. The soil from physical boundary to infinity is simulated using a nonlinear cavity expansion curve derived from a lateral compression test on the specimen. Results from a series of CPTs show that at relative densities of approximately 80%, the cone tip resistance values agree within 4% as the diameter ratio of the physical specimen over cone varies from 18 to 22. This paper describes unique features of this field simulator, presents available CPT data performed in the simulator, and discusses its implications on future calibration tests.en_US
dc.language.isoen_USen_US
dc.subjectboundary effectsen_US
dc.subjectcalibration testsen_US
dc.subjectcone penetration testsen_US
dc.subjectin situ testsen_US
dc.subjectsanden_US
dc.subjectshear strengthen_US
dc.titleDevelopment of an axisymmetric field simulator for cone penetration tests in sanden_US
dc.typeArticleen_US
dc.identifier.journalGEOTECHNICAL TESTING JOURNALen_US
dc.citation.volume21en_US
dc.citation.issue4en_US
dc.citation.spage348en_US
dc.citation.epage355en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000077351900008-
dc.citation.woscount12-
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