A New Fast and Low-Cost Photogrammetry Method for the Engineering Characterization of Rock Slopes

被引:22
作者
Francioni, Mirko [1 ]
Simone, Matteo [1 ]
Stead, Doug [2 ]
Sciarra, Nicola [1 ]
Mataloni, Giovanni [3 ]
Calamita, Fernando [1 ]
机构
[1] Univ G dAnnunzio, Dept Engn & Geol, I-66100 Chieti, Italy
[2] Simon Fraser Univ, Dept Earth Sci, Burnaby, BC V5A 1S6, Canada
[3] Univ G dAnnunzio, Dept Architecture, I-66100 Chieti, Italy
关键词
digital photogrammetry; low-cost photogrammetry method; characterization of rock slopes; smartphones in photogrammetric analyses; STABILITY ASSESSMENT; OPEN-PIT; INTEGRATION; AREA;
D O I
10.3390/rs11111267
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Digital photogrammetry (DP) represents one of the most used survey techniques in engineering geology. The availability of new high-resolution digital cameras and photogrammetry software has led to a step-change increase in the quality of engineering and structural geological data that can be collected. In particular, the introduction of the structure from motion methodology has led to a significant increase in the routine uses of photogrammetry in geological and engineering geological practice, making this method of survey easier and more attractive. Using structure from motion methods, the creation of photogrammetric 3D models is now easier and faster, however the use of ground control points to scale/geo-reference the models are still required. This often leads to the necessity of using total stations or Global Positioning System (GPS) for the acquisition of ground control points. Although the integrated use of digital photogrammetry and total station/GPS is now common practice, it is clear that this may not always be practical or economically convenient due to the increase in cost of the survey. To address these issues, this research proposes a new method of utilizing photogrammetry for the creation of georeferenced and scaled 3D models not requiring the use of total stations and GPS. The method is based on the use of an object of known geometry located on the outcrop during the survey. Targets located on such objects are used as ground control points and their coordinates are calculated using a simple geological compass and trigonometric formula or CAD 3D software. We present three different levels of survey using (i) a calibrated digital camera, (ii) a non-calibrated digital camera and (iii) two commercial smartphones. The data obtained using the proposed approach and the three levels of survey methods have been validated against a laser scanning (LS) point cloud. Through this validation we highlight the advantages and limitations of the proposed method, suggesting potential applications in engineering geology.
引用
收藏
页数:24
相关论文
共 25 条
  • [1] Agisoft, 2018, AG PHOT VERS 1 4
  • [2] Birch J.S., 2006, LASER PHOTOGRAMMETRI, P13
  • [3] Digital Image Correlation (DIC) Analysis of the 3 December 2013 Montescaglioso Landslide (Basilicata, Southern Italy): Results from a Multi-Dataset Investigation
    Caporossi, Paolo
    Mazzanti, Paolo
    Bozzano, Francesca
    [J]. ISPRS INTERNATIONAL JOURNAL OF GEO-INFORMATION, 2018, 7 (09)
  • [4] Dershowitz W.S., 1992, Interpretation of Fracture Spacing and Intensity, P757, DOI DOI 10.1016/0148-9062(93)91769-F
  • [5] FACETS : A CLOUDCOMPARE PLUGIN TO EXTRACT GEOLOGICAL PLANES FROM UNSTRUCTURED 3D POINT CLOUDS
    Dewez, T. J. B.
    Girardeau-Montaut, D.
    Allanic, C.
    Rohmer, J.
    [J]. XXIII ISPRS Congress, Commission V, 2016, 41 (B5): : 799 - 804
  • [6] Donati D., 2017, P ISRM INT S ROCK ME
  • [7] An integrated remote sensing-GIS approach for the analysis of an open pit in the Carrara marble district, Italy: Slope stability assessment through kinematic and numerical methods
    Francioni, M.
    Salvini, R.
    Stead, D.
    Giovannini, R.
    Riccucci, S.
    Vanneschi, C.
    Gulli, D.
    [J]. COMPUTERS AND GEOTECHNICS, 2015, 67 : 46 - 63
  • [8] A case study integrating remote sensing and distinct element analysis to quarry slope stability assessment in the Monte Altissimo area, Italy
    Francioni, M.
    Salvini, R.
    Stead, D.
    Litrico, S.
    [J]. ENGINEERING GEOLOGY, 2014, 183 : 290 - 302
  • [9] A new approach for defining Slope Mass Rating in heterogeneous sedimentary rocks using a combined remote sensing GIS approach
    Francioni, Mirko
    Stead, Doug
    Sciarra, Nicola
    Calamita, Fernando
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2019, 78 (06) : 4253 - 4274
  • [10] A combined field/remote sensing approach for characterizing landslide risk in coastal areas
    Francioni, Mirko
    Coggan, John
    Eyre, Matthew
    Stead, Doug
    [J]. INTERNATIONAL JOURNAL OF APPLIED EARTH OBSERVATION AND GEOINFORMATION, 2018, 67 : 79 - 95