2020
DOI: 10.1016/j.autcon.2020.103112
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4D modeling of soil surface during excavation using a solid-state 2D profilometer mounted on the arm of an excavator

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Cited by 21 publications
(7 citation statements)
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“…Our previous work studied the measurement of a soil surface profile using an excavator (Niskanen et al 2020). The experimental results were encouraging and demonstrated the profilometer's good ground surface visualisation performance.…”
Section: Introductionmentioning
confidence: 91%
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“…Our previous work studied the measurement of a soil surface profile using an excavator (Niskanen et al 2020). The experimental results were encouraging and demonstrated the profilometer's good ground surface visualisation performance.…”
Section: Introductionmentioning
confidence: 91%
“…where u offset is the angle between the scanner and the excavator's boom. More information on the calculation routine can be found in Niskanen et al (2020).…”
Section: Theorymentioning
confidence: 99%
“…Although the stereo camera provides the geometrical data for a 3D map, this data is not sufficient to capture other crucial info of excavation materials that can be represented by the beam reflectivity or intensity [ 21 ]. To fuse the reflectivity info with the 3D map, we applied the intensity data from a LiDAR sensor as an index for the identification of material types [ 12 ]. This is because since the LiDAR can generate the intensity data used for numerous applications, such as wet area identification, land cover classification, distinguishing features, etc.…”
Section: 5d Mappingmentioning
confidence: 99%
“…The commonly used sensor combination for 3D navigation and estimation of the ground surface in excavators includes the inertial measurement unit (IMU) fused with GPS or GNSS. Using the joint angle data obtained from this configuration and kinematic information, the dynamic status of an excavator was estimated, which can be further utilized for the estimation of a 3D profile of ground surface [ 11 , 12 ]. The stereo vision (depth camera)-based methodology has been utilized to identify the ground surface including rock piles [ 13 ] through stereo matching in the left and right images that allows obtaining the depth images of the surface.…”
Section: Introductionmentioning
confidence: 99%
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