2018
DOI: 10.5593/sgem2018/1.3/s03.066
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Integration of Global Navigation Satellite System (Gnss) and Borehole Camera for Purpose of Modeling the Blasting in Clay Soil

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Cited by 2 publications
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“…In order to define 3D coordinates of boreholes (MB1 to MB8, MB13 to MB45 and PMB1 to PMB6), a RTK GNSS method based on CROPOS (CROatian POsitioning System) was used. The positioned boreholes are shown in Figure 3 (Težak, 2018;Težak et al, 2018;Težak et al, 2019).…”
Section: Survey Field Researchmentioning
confidence: 99%
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“…In order to define 3D coordinates of boreholes (MB1 to MB8, MB13 to MB45 and PMB1 to PMB6), a RTK GNSS method based on CROPOS (CROatian POsitioning System) was used. The positioned boreholes are shown in Figure 3 (Težak, 2018;Težak et al, 2018;Težak et al, 2019).…”
Section: Survey Field Researchmentioning
confidence: 99%
“…Real-Time Kinematic (RTK) is a method where relative coordinates of an unknown point, in respect to the known one, are determined a moment after placing the rover on that point. The only limitation of the method is the distance range of radio connection which is resolved by implementing VRS (virtual reference stations) in CROPOS ( Figure 4) (Pribičević and Medak, 2003;Težak et al, 2018). Preceding to blasting was the measurements of characteristic field points to make up a geodetic map.…”
Section: Survey Field Researchmentioning
confidence: 99%
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