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dc.contributor.authorHuang, ABen_US
dc.contributor.authorHsu, HHen_US
dc.date.accessioned2014-12-08T15:27:16Z-
dc.date.available2014-12-08T15:27:16Z-
dc.date.issued1998en_US
dc.identifier.isbn90-5410-939-4en_US
dc.identifier.urihttp://hdl.handle.net/11536/19511-
dc.description.abstractAn important drawback of calibrating CPT in a chamber is its boundary effects. The lateral boundary of the specimen in a conventional calibration chamber is either stress controlled or rigid. Neither of these two boundary conditions can correctly duplicate the field conditions which lies somewhere in between. In order to eliminate the boundary effects, a new calibration chamber system that enables the field conditions be simulated has been developed. The new chamber wall, 800mm in diameter and 1600mm high, is made of 20 vertically stacked steel rings. The boundary movement induced by the cone penetration is measured at each ring level by an extensometer. The lateral stress at each ring level is determined by the stress-strain relationship of the specimen. A series of CPT calibration tests has been performed in a uniform, dry silica sand using the new system. Results show that the new simulator is capable of eliminating boundary effects, even at a relative density of 84%. The paper describes the design of the new chamber system and presents available test data.en_US
dc.language.isoen_USen_US
dc.titleChamber calibration of CPT under simulated field conditionsen_US
dc.typeProceedings Paperen_US
dc.identifier.journalGEOTECHNICAL SITE CHARACTERIZATION, VOLS 1 AND 2en_US
dc.citation.spage1259en_US
dc.citation.epage1264en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000073920600189-
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