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dc.contributor.authorHuang, ABen_US
dc.contributor.authorWu, CTen_US
dc.contributor.authorHsu, HHen_US
dc.date.accessioned2014-12-08T15:26:16Z-
dc.date.available2014-12-08T15:26:16Z-
dc.date.issued2003en_US
dc.identifier.isbn981-238-559-2en_US
dc.identifier.urihttp://hdl.handle.net/11536/18654-
dc.description.abstractThe importance and value of local displacement measurement in physical modeling and/or field tests have been well recognized. This paper describes two cases where local displacement was monitored for cone penetration tests (CPT) in a calibration chamber and model foundation load tests. In the CPT chamber calibration tests, local displacement measurement was used as part of a scheme to minimize boundary effects. In the model foundation load tests, the local displacement measurement was used to monitor the distribution of displacement in the rock mass. This paper describes the techniques implemented in these two cases and discuses their performances.en_US
dc.language.isoen_USen_US
dc.titleLocal displacement measurement and physical modelingen_US
dc.typeProceedings Paperen_US
dc.identifier.journalProceedings of the Twelfth Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Vol 1 and 2en_US
dc.citation.spage1287en_US
dc.citation.epage1290en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000230139800265-
顯示於類別:會議論文