Point clouds by SLAM-based mobile mapping systems: accuracy and geometric content validation in multisensor survey and stand-alone acquisition

Sammartano, Giulia; Spano, Antonia Teresa

doi:10.1007/s12518-018-0221-7

Cited by 80 publications

(66 citation statements)

References 25 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…As is commonly reported in several pieces of research, SLAM-based devices are almost the best solution for enclosed ambient rich in-features, because the SLAM algorithm also exploits the geometry to estimate 3D reconstruction of surveyed places. The optimal trajectories [2,19,41] require closed loops and roundtrips, rather than one-way mode (Figure 8a,b and Figure 9a) during the operator's rooms mapping.…”

Section: Experimenting With 3d Mobile Mappingmentioning

confidence: 99%

“…Furthermore, the relative positions between multiple scans of the same survey set are also not assured to be aligned, due to the possible change of position of the rotating head at the initialization moment. Therefore, to manage all the scans in the same relative reference system, the simple single roto-translation and mutual ICP fitting applied on each ZEB scan can be now effectively avoided by the application of the "Merge" algorithm function ( Figure 10), as implemented in the last desktop release of GeoSLAM Hub software for the scans processing [19]. reference system, the simple single roto-translation and mutual ICP fitting applied on each ZEB scan can be now effectively avoided by the application of the "Merge" algorithm function ( Figure 10), as implemented in the last desktop release of GeoSLAM Hub software for the scans processing [19].…”

Section: Experimenting With 3d Mobile Mappingmentioning

confidence: 99%

“…J. Geo-Inf. 2019, 8, 124 3 of 30 have been carried out through the use of this system [17][18][19] and, according to the achieved results, it could be considered to be more than suitable for architectural scale purposes, also in articulated and compound environments [20], even indoor areas. The problems of RGB data and (geo)positioning issues are currently not completely solved.Nowadays, it is clear that the main issues driving the research test and validation are addressed to the data processing and management in terms of data and procedures optimization.…”

mentioning

confidence: 99%

See 2 more Smart Citations

Hybrid 3D Models: When Geomatics Innovations Meet Extensive Built Heritage Complexes

Chiabrando

Sammartano

Spano

et al. 2019

IJGI

Self Cite

View full text Add to dashboard Cite

This article proposes the use of a multiscale and multisensor approach to collect and model three-dimensional (3D) data concerning wide and complex areas to obtain a variety of metric information in the same 3D archive, which is based on a single coordinate system. The employment of these 3D georeferenced products is multifaceted and the fusion or integration among different sensors’ data, scales, and resolutions is promising, and it could be useful in the generation of a model that could be defined as a hybrid. The correct geometry, accuracy, radiometry, and weight of the data models are hereby evaluated when comparing integrated processes and results from Terrestrial Laser Scanner (TLS), Mobile Mapping System (MMS), Unmanned Aerial Vehicle (UAV), and terrestrial photogrammetry, while using Total Station (TS) and Global Navigation Satellite System (GNSS) for topographic surveys. The entire analysis underlines the potentiality of the integration and fusion of different solutions and it is a crucial part of the ‘Torino 1911’ project whose main purpose is mapping and virtually reconstructing the 1911 Great Exhibition settled in the Valentino Park in Turin (Italy).

show abstract

Section: Experimenting With 3d Mobile Mappingmentioning

confidence: 99%

Section: Experimenting With 3d Mobile Mappingmentioning

confidence: 99%

mentioning

confidence: 99%

See 1 more Smart Citation

Hybrid 3D Models: When Geomatics Innovations Meet Extensive Built Heritage Complexes

Chiabrando

Sammartano

Spano

et al. 2019

IJGI

Self Cite

View full text Add to dashboard Cite

show abstract

“…As a volume is driven by two contours (at top and bottom) and penetration by a series of vaulted passages is a shared characteristic, a model can be rapidly adapted to another measurement. This is an efficient survey workflow considering cm-level (accuracy and resolution) 3D measurements conducted to such a structure requires less than 30 min using a hand-held mobile mapping system [4]. In addition, parametric modification from one BIM model to another requires less than 15 min by a skilled operator.…”

Section: Potential Applications Of the Three Lodsmentioning

confidence: 99%

“…A combination of these methods can be used to achieve high-resolution (HR) documentation with high geometrical accuracy (mm level) and chromatic fidelity (24-bit color space). However, certain surveyed spaces are too narrow to use TLS and photogrammetry; hence, technologies such as mobile scanning [4] and spherical cameras [5] are being developed. Even though the accuracies of these methods are lower than those of previous methods, they ensure rapid in situ measurements and robust scene transition in narrow spaces, as the devices can be operated while walking.…”

Section: Introductionmentioning

confidence: 99%

As-Built BIM for a Fifteenth-Century Chinese Brick Structure at Various LoDs

Sun

Xie

Zhang

et al. 2019

IJGI

View full text Add to dashboard Cite

Building information modeling (BIM) has received significant research attention in the field of built heritage. As-built BIM refers to a BIM representation of the "as-is" conditions of built heritage at the time of a survey. Determining the level of development (LoD) is crucial for as-built BIM owing to its relevance to model effects and modeling efforts. This study addresses this issue from the viewpoint of a brick structure based on a case study of a fifteenth-century ruin in Nanjing, China. Three LoDs are proposed based on the combined use of a commercial platform and auxiliary tools: A host model linked with raster images composed using orthoimage and relief maps (LoD 1), an as-built volume with semantic skins (LoD 2), and a brick-by-brick model with custom industry foundation class parameters at local areas (LoD 3). The results reveal that LoD 1 caters to an efficient web-based workflow for brick-damage annotations; as-built dimensions can be extracted from LoD 2; and LoD 3 enables attributes, such as damage types, to be attached at the brick level. In future studies, the detection of brick shapes is expected to automate the process of as-built surface mapping.

show abstract

Techniques and Survey for 3D Modeling of Touristic Caves: Valdemino Case

Pisoni

Cina²,

Grasso³

et al. 2022

Geomatics for Green and Digital Transition

View full text Add to dashboard Cite

Nowadays, touristic caves are a relevant topic among topographical and geological studies. Modern techniques allow to elaborate 3D models with high accuracy and precision. Anyway, underground surveys are always delicate to perform, due to narrow and difficult to reach environments. In this paper, we show a case study, “Valdemino” cave, that involved the utilization of different point cloud acquisition methods: UAV, TLS, SLAM. The first purpose was to obtain 3D models of outdoor and indoor environments with a medium and high accuracy. These models were used to calculate the thickness of the rock between surface and cave’s roof and will be used for further studies, taking part in the PRIN 2017 project, concerning the impact of the tourist on show caves. The second purpose was to discuss about the feasibility and precision of the different survey methods, when studying a cave. The results showed how SLAM technology is enough accurate for speleological purposes, if compared with the more accurate TLS method. It is precise, maneuverable, easy to use and it allowed to get into environments that TLS can’t reach, such as non-touristic areas.

show abstract

Point clouds by SLAM-based mobile mapping systems: accuracy and geometric content validation in multisensor survey and stand-alone acquisition

Cited by 80 publications

References 25 publications

Hybrid 3D Models: When Geomatics Innovations Meet Extensive Built Heritage Complexes

Hybrid 3D Models: When Geomatics Innovations Meet Extensive Built Heritage Complexes

As-Built BIM for a Fifteenth-Century Chinese Brick Structure at Various LoDs

Techniques and Survey for 3D Modeling of Touristic Caves: Valdemino Case

Contact Info

Product

Resources

About