On the use of semi-georeferenced photogrammetric dense point clouds in the investigation of rock mass discontinuity properties

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Mehmet Ali Temur, Sultan Kocaman, Hakan Ahmet Nefeslioglu
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Abstract

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.

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
本研究探讨了在运动结构(SfM)摄影测量中使用部分图像定向来评估在各种条件下调查的岩体不连续性的几何特性的潜力和局限性。摄影测量点云是由低成本相机拍摄的图像生成的。通过将所有轴线朝向地理北方的平整三维方框对齐,建立了一个任意(本地)坐标系。因此,无需通过地面勘测来获取地面控制点,因为在拟议的方法中可以忽略摄影测量图像定向所需的平移参数。调查在多个实验点进行,以测量具有不同结构特性的岩体中的不连续性。通过传统的扫描线测量法测量了不连续面的特性,如方向、持久性、风化、孔隙、填充、粗糙度和波浪度。对不同岩体和不连续状态下的传统方位测量值和摄影测量点云值进行了比较。结果表明,使用智能手机进行图像捕捉,并使用棱镜刻度框进行部分绝对定位,可生成高精度的点云数据,用于描述岩体不连续性。此外,还引入了一种新方法,即 LCP + LSPF(最小成本路径 + 最小平方平面拟合),用于测量部分封闭迹线的不连续性。研究发现,这种方法对于沉积地层至关重要,因为沉积地层的主要特征是基底平面。此外,随着结构阻塞程度的增加和岩石碎块交错程度的降低,LCP + LSPF 方法对于准确表示岩体,尤其是在考虑地质强度指数(GSI)值时,显然至关重要。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
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.
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