Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/100750
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dc.contributorDepartment of Land Surveying and Geo-Informaticsen_US
dc.creatorLai, WWLen_US
dc.creatorChang, RKWen_US
dc.creatorSham, JFCen_US
dc.date.accessioned2023-08-11T03:13:11Z-
dc.date.available2023-08-11T03:13:11Z-
dc.identifier.issn0926-9851en_US
dc.identifier.urihttp://hdl.handle.net/10397/100750-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2017 Elsevier B.V. All rights reserved.en_US
dc.rights© 2017. 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 Lai, W. W., Chang, R. K., & Sham, J. F. (2018). A blind test of nondestructive underground void detection by ground penetrating radar (GPR). Journal of Applied Geophysics, 149, 10-17 is available at https://doi.org/10.1016/j.jappgeo.2017.12.010.en_US
dc.subjectAir-filled voiden_US
dc.subjectBlind testen_US
dc.subjectGround penetrating radaren_US
dc.titleA blind test of nondestructive underground void detection by Ground Penetrating Radar (GPR)en_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage10en_US
dc.identifier.epage17en_US
dc.identifier.volume149en_US
dc.identifier.doi10.1016/j.jappgeo.2017.12.010en_US
dcterms.abstractBlind test/experiment is widely adopted in various scientific disciplines like medicine drug testing/clinical trials/psychology, but not popular in nondestructive testing and evaluation (NDTE) nor near-surface geophysics (NSG). This paper introduces a blind test of nondestructive underground void detection in highway/pavement using ground penetrating radar (GPR). Purpose of which is to help the Highways Department (HyD) of the Hong Kong Government to evaluate the feasibility of large-scale and nationwide application, and examine the ability of appropriate service providers to carry out such works. In the past failure case of such NDTE/NSG based on lowest bid price, it is not easy to know which part(s) in SWIMS (S – service provider, i.e. people; W – work procedure; I – instrumentation; M – materials in the complex underground; S – specifications by client) fails, and how it/they fail(s). This work attempts to carry out the blind test by burying fit balls (as voids) under a site with reinforced concrete road and paving block by PolyU team A. The blind test about the void centroid, spread and cover depth was then carried out by PolyU team B without prior information given. Then with this baseline, a marking scheme, acceptance criteria and passing mark were set to test six local commercial service providers, determine their scores and evaluate the performance. A pass is a prerequisite of the award of a service contract of similar nature. In this first attempt of the blind test, results were not satisfactory and it is concluded that ‘S–service provider’ and ‘W–work procedure’ amongst SWIMS contributed to most part of the unsatisfactory performance.+en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of applied geophysics, Feb. 2018, v. 149, p. 10-17en_US
dcterms.isPartOfJournal of applied geophysicsen_US
dcterms.issued2018-02-
dc.identifier.scopus2-s2.0-85040614133-
dc.description.validate202305 bckwen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberLSGI-0324-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6812588-
dc.description.oaCategoryGreen (AAM)en_US
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