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dc.contributor.authorTimothy
dc.contributor.authorNuttens
dc.contributor.authorCornelis
dc.contributor.authorStal
dc.contributor.authorHans
dc.contributor.authorDe Backer
dc.contributor.authorGreta
dc.contributor.authorDeruyter
dc.contributor.authorKen
dc.contributor.authorSchotte
dc.contributor.authorPhilippe
dc.contributor.authorVan Bogaert
dc.contributor.authorDe Wulf
dc.date.accessioned2017-05-08T22:33:32Z
dc.date.available2017-05-08T22:33:32Z
dc.date.copyrightNovember 2016
dc.date.issued2016
dc.identifier.other49639962.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/82591
dc.description.abstractMonitoring of measurements needs to be supported by a thorough knowledge of the achievable accuracy of the measurement equipment and the processing methodology. This study on ovalization monitoring with laser scanning in tunnels under construction focused on fast-performing laser scanners and their achievable accuracy. This research also investigated the optimum smoothing level of the laser scanning data to achieve the best estimates of ovalization. The experimentally based standard deviations indicate that the used phase-based laser scanner delivers highly accurate results with standard deviations between 0.34 and 0.58 mm, depending on the applied smoothing level. In this research, this laser scanner was used, together with a [
dc.publisherAmerican Society of Civil Engineers
dc.titleLaser Scanning for Precise Ovalization Measurements: Standard Deviations and Smoothing Levels
dc.typeJournal Paper
dc.journal.volume142
dc.journal.issue4
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)SU.1943-5428.0000165
dc.treeJournal of Surveying Engineering:;2016:;Volume ( 142 ):;issue: 004
dc.contenttypeFulltext


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