Comparative Evaluation of Excavation Volume by TLS and Total Topographic Station Based Methods

dc.contributor.authorYakar, Murat
dc.contributor.authorYılmaz, H. M.
dc.contributor.authorMutluoğlu, Ömer
dc.date.accessioned2020-03-26T17:47:31Z
dc.date.available2020-03-26T17:47:31Z
dc.date.issued2010
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractNowadays volume values are used in many engineering studies, such as road projects, mining enterprises, geological works and building applications. A volume can be computed by geodetic, trapezoidal and improved methods such as Simpson-based, cubic spline, and cubic Hermite formula. These improved methods model the object surface as nonlinear profiles. As the associated technology has developed then so have the opportunities for the development of new techniques in surface modelling. Now, the generation of a three-dimensional (3D) model is generally achieved by non-contact systems based on light waves and can be completed on a computer. This is particularly useful in situations where there are risks attached to reaching the location to be modelled - the calculations can be performed from a photograph or from scanned images of the object. In this study the performance of a laser scanning method, robotic total station instrument and geodetic method of volume computation were investigated. The volume computation was carried out using these methods in an excavation area and the methods were compared in terms of accuracy, time and cost. It was concluded that all the methods can satisfactorily be used for volume computing; however, the choice of method should be made according to the location and size of area, required accuracy, budget and time frame.en_US
dc.description.sponsorshipScientific and Technological Research Council of TurkeyTurkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [105M179]en_US
dc.description.sponsorshipThis study was supported by The Scientific and Technological Research Council of Turkey, Project Number: 105M179 entitled "Volume calculation using laser scanning and close range photogrammetric methods".en_US
dc.identifier.citationYakar, M., Yılmaz, H. M., Mutluoğlu, O., (2010). Comparative Evaluation of Excavation Volume by TLS and Total Topographic Station Based Methods. Lasers in Engineering, (19), 331-345.
dc.identifier.endpage345en_US
dc.identifier.issn0898-1507en_US
dc.identifier.issn1029-029Xen_US
dc.identifier.scopusqualityQ4en_US
dc.identifier.startpage331en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/24712
dc.identifier.volume19en_US
dc.identifier.wosWOS:000278340300005en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorYakar, Murat
dc.institutionauthorMutluoğlu, Ömer
dc.language.isoenen_US
dc.publisherOld City Publishing Incen_US
dc.relation.ispartofLasers in Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectvolume computingen_US
dc.subjectlaser scanningen_US
dc.subjectterrestrial laser scanner (TLS)en_US
dc.subjectsurface modellingen_US
dc.subjectdigital terrain model (DTM)en_US
dc.subjectgeodetic methoden_US
dc.subjectrobotic total stationen_US
dc.titleComparative Evaluation of Excavation Volume by TLS and Total Topographic Station Based Methodsen_US
dc.typeArticleen_US

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