Mehmet Ali Temur, Sultan Kocaman, Hakan Ahmet Nefeslioglu
{"title":"论半地理参考摄影测量密集点云在岩体不连续特性研究中的应用","authors":"Mehmet Ali Temur, Sultan Kocaman, Hakan Ahmet Nefeslioglu","doi":"10.1007/s10064-024-03947-9","DOIUrl":null,"url":null,"abstract":"<div><p>This study investigates the potential and limitations of using partial image orientation in Structure from Motion (SfM) photogrammetry to assess geometric properties of rock mass discontinuities investigated under various conditions. The photogrammetric point clouds were produced from images taken with a low-cost camera. An arbitrary (local) coordinate system was established by aligning a leveled 3D box with all axes oriented to the geographical North. Consequently, the need for terrestrial surveys to obtain ground control points was eliminated as the translation parameters required for photogrammetric image orientation could be disregarded in the proposed method. The investigations were conducted at various experimental sites to measure discontinuities in rock masses with diverse structural properties. The discontinuity properties such as orientation, persistence, weathering, aperture, filling, roughness, and waviness were measured by applying traditional scan-line surveys. Traditional orientation measurements and photogrammetric point cloud values were compared across different rock masses and discontinuity conditions. The results indicated that using a smartphone for image capture and a prismatic scale box for partial absolute orientation produced highly accurate point cloud data for characterizing rock mass discontinuities. Additionally, a new method, LCP + LSPF (Least Cost Path + Least Square Plane Fitting), was introduced for measuring partially closed-trace discontinuities. This method was found to be essential for sedimentary formations, primarily characterized by bedding planes. Moreover, it became evident that as the level of structural blocking increased and the interlocking of rock fragments decreased, the LCP + LSPF method was crucial for accurately representing rock masses, especially when considering Geological Strength Index (GSI) values.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"83 11","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2024-10-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"On the use of semi-georeferenced photogrammetric dense point clouds in the investigation of rock mass discontinuity properties\",\"authors\":\"Mehmet Ali Temur, Sultan Kocaman, Hakan Ahmet Nefeslioglu\",\"doi\":\"10.1007/s10064-024-03947-9\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>This study investigates the potential and limitations of using partial image orientation in Structure from Motion (SfM) photogrammetry to assess geometric properties of rock mass discontinuities investigated under various conditions. The photogrammetric point clouds were produced from images taken with a low-cost camera. An arbitrary (local) coordinate system was established by aligning a leveled 3D box with all axes oriented to the geographical North. Consequently, the need for terrestrial surveys to obtain ground control points was eliminated as the translation parameters required for photogrammetric image orientation could be disregarded in the proposed method. The investigations were conducted at various experimental sites to measure discontinuities in rock masses with diverse structural properties. The discontinuity properties such as orientation, persistence, weathering, aperture, filling, roughness, and waviness were measured by applying traditional scan-line surveys. Traditional orientation measurements and photogrammetric point cloud values were compared across different rock masses and discontinuity conditions. The results indicated that using a smartphone for image capture and a prismatic scale box for partial absolute orientation produced highly accurate point cloud data for characterizing rock mass discontinuities. Additionally, a new method, LCP + LSPF (Least Cost Path + Least Square Plane Fitting), was introduced for measuring partially closed-trace discontinuities. This method was found to be essential for sedimentary formations, primarily characterized by bedding planes. Moreover, it became evident that as the level of structural blocking increased and the interlocking of rock fragments decreased, the LCP + LSPF method was crucial for accurately representing rock masses, especially when considering Geological Strength Index (GSI) values.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"83 11\",\"pages\":\"\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2024-10-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of Engineering Geology and the Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s10064-024-03947-9\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, ENVIRONMENTAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-024-03947-9","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
On the use of semi-georeferenced photogrammetric dense point clouds in the investigation of rock mass discontinuity properties
This study investigates the potential and limitations of using partial image orientation in Structure from Motion (SfM) photogrammetry to assess geometric properties of rock mass discontinuities investigated under various conditions. The photogrammetric point clouds were produced from images taken with a low-cost camera. An arbitrary (local) coordinate system was established by aligning a leveled 3D box with all axes oriented to the geographical North. Consequently, the need for terrestrial surveys to obtain ground control points was eliminated as the translation parameters required for photogrammetric image orientation could be disregarded in the proposed method. The investigations were conducted at various experimental sites to measure discontinuities in rock masses with diverse structural properties. The discontinuity properties such as orientation, persistence, weathering, aperture, filling, roughness, and waviness were measured by applying traditional scan-line surveys. Traditional orientation measurements and photogrammetric point cloud values were compared across different rock masses and discontinuity conditions. The results indicated that using a smartphone for image capture and a prismatic scale box for partial absolute orientation produced highly accurate point cloud data for characterizing rock mass discontinuities. Additionally, a new method, LCP + LSPF (Least Cost Path + Least Square Plane Fitting), was introduced for measuring partially closed-trace discontinuities. This method was found to be essential for sedimentary formations, primarily characterized by bedding planes. Moreover, it became evident that as the level of structural blocking increased and the interlocking of rock fragments decreased, the LCP + LSPF method was crucial for accurately representing rock masses, especially when considering Geological Strength Index (GSI) values.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.