Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/93533
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dc.contributorDepartment of Land Surveying and Geo-Informaticsen_US
dc.creatorXie, Fen_US
dc.creatorLai, WWLen_US
dc.creatorDérobert, Xen_US
dc.date.accessioned2022-07-08T01:02:59Z-
dc.date.available2022-07-08T01:02:59Z-
dc.identifier.issn0263-2241en_US
dc.identifier.urihttp://hdl.handle.net/10397/93533-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2020 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2020. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Xie, F., Lai, W. W., & Dérobert, X. (2021). GPR-based depth measurement of buried objects based on constrained least-square (CLS) fitting method of reflections. Measurement, 168, 108330 is available at https://doi.org/10.1016/j.measurement.2020.108330en_US
dc.subjectDepthen_US
dc.subjectGPRen_US
dc.subjectLeast squareen_US
dc.subjectUtilityen_US
dc.subjectVelocityen_US
dc.titleGPR-based depth measurement of buried objects based on Constrained Least-Square (CLS) fitting method of reflectionsen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationTitle on author’s file: GPR Uncertainty Modelling and Analysis of Object Depth based on Constrained Least-squareen_US
dc.identifier.volume168en_US
dc.identifier.doi10.1016/j.measurement.2020.108330en_US
dcterms.abstractThe accurate measurement of depth of buried objects using GPR with a common-offset antenna (fixed distance between transmitter and receiver) requires two measurement parameters: (1) the GPR wave propagation velocity in the host material surrounding the buried objects; and (2) the two-way travel time when the GPR antenna is directly above the buried objects. Sham and Lai (2016) proposed a refined GPR wave travel path model in concrete when a cylindrical object is encountered. The model considers the factors of the object's (or in this paper the underground pipe's) radius and separation distance between the antenna transmitter and receiver. Based on this model, a constrained least-square (CLS) fitting method was applied in order to simultaneously address the trigonometrical, velocity estimation and two-way travel time components, thereby allowing the depth of the underground pipe to be calculated. One laboratory experiment in air and two sets of validation experiments in various soil environments were conducted. The results are also compared with those produced by point-based velocity measurement method (ASTM algorithm) (ASTM, 2011) and by normal least-square fitting method (Levenberg-Marquardt algorithm). The research has shown that: (1) the proposed algorithm is low-cost in terms of calculation because no iteration and no convergency analysis is required; (2) this algorithm is applicable to all the cases discussed here and is robust for GPR data with a certain degree of noise; (3) this method helps to significantly reduce the percentage error of estimated depth from 10.0% (ASTM method) and 3.7% (L-M method) to 2.4% (CLS method) on average, while the discrepancy between estimated depth and actual depth can be reduced to the order of several centimeters. Based on an accurately estimated velocity, further work on host material characterization and water content measurement can then be conducted.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationMeasurement : journal of the international measurement confederation, 15 Jan. 2021, v. 168, 108330en_US
dcterms.isPartOfMeasurement : journal of the international measurement confederationen_US
dcterms.issued2021-01-15-
dc.identifier.scopus2-s2.0-85089434078-
dc.identifier.artn108330en_US
dc.description.validate202207 bcfcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberLSGI-0049-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextPolyU’s research student exchange funden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS29143073-
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