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dc.contributor.authorAbbas, M. A.-
dc.contributor.authorFuad, N. A.-
dc.contributor.authorIdris, K. M.-
dc.contributor.authorOpaluwa, Y. D.-
dc.contributor.authorHashim, N. M.-
dc.contributor.authorMajid, Z.-
dc.contributor.authorSulaiman, S. A.-
dc.date.accessioned2021-07-19T12:22:15Z-
dc.date.available2021-07-19T12:22:15Z-
dc.date.issued2019-04-
dc.identifier.citationM.A. Abbas, N.A. Fuad, K.M. Idris, Y.D. Opaluwa, N.M. Hashim, Z. Majid, S.A. Sulaiman (2019). Reliability of Terrestrial Laser Scanner Measurement in Slope Monitoring. IOP Conf. Series: Earth and Environmental Science 385 (2019) 012042doi:10.1088/1755-1315/385/1/012042en_US
dc.identifier.otherdoi:10.1088/1755-1315/385/1/012042-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/10644-
dc.description.abstractDense 3D point clouds provided by terrestrial laser scanner (TLS) has demonstrated significant reliability of TLS in landslide monitoring. However, existence of errors in measurement is inevitable which eventually has decreased the quality of TLS data. To concretely measure the capability of TLS in landslide monitoring, this study has performed two epoch measurements using tacheometry (for benchmarking) and TLS (Topcon GLS-2000) at Kulim Techno City, Kedah, Malaysia. Sixteen (16) artificial targets were well-distributed on the slope to determine the accuracy of the employed TLS. Results obtained revealed that Topcon GLS- 2000 provides 0.006m of accuracy. However, the presence of high incidence angles in TLS measurement has limited the capability to identify the significant displacement of the targets.en_US
dc.language.isoenen_US
dc.publisherIOP Scienceen_US
dc.relation.ispartofseries;385-
dc.subjectTerrestrial Laser Scanner, Monitoring, 3D point clouds, Tacheometr,y, Artificial targetsen_US
dc.titleReliability of Terrestrial Laser Scanner Measurement in Slope Monitoringen_US
dc.typeArticleen_US
Appears in Collections:Surveying & Geoinformatics

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