An Pengju, Fang Kun, Jiang Qiangqiang, Zhang Haihua, Zhang Yi
Faculty of Engineering, China University of Geosciences, Wuhan 430074, China.
Wuhan Design and Research Institute Co., Ltd., China Coal Technology & Engineering Group Corp, Wuhan 430064, China.
Sensors (Basel). 2021 Jan 30;21(3):922. doi: 10.3390/s21030922.
The measurement of rock joint surfaces is essential for the estimation of the shear strength of the rock discontinuities in rock engineering. Commonly used techniques for the acquisition of the morphology of the surfaces, such as profilometers and laser scanners, either have low accuracy or high cost. Therefore, a high-speed, low-cost, and high-accuracy method for obtaining the topography of the joint surfaces is necessary. In this paper, a smartphone structure from motion (SfM) photogrammetric solution for measuring rock joint surfaces is presented and evaluated. Image datasets of two rock joint specimens were taken under two different modes by using an iPhone 6s, a Pixel 2, and a T329t and subsequently processed through SfM-based software to obtain 3D models. The technique for measuring rock joint surfaces was evaluated using the root mean square error (RMSE) of the cloud-to-cloud distance and the mean error of the joint roughness coefficient (JRC). The results show that the RMSEs by using the iPhone 6s and Pixel 2 are both less than 0.08 mm. The mean errors of the JRC are -7.54 and -5.27% with point intervals of 0.25 and 1.0 mm, respectively. The smartphone SfM photogrammetric method has comparable accuracy to a 3D laser scanner approach for reconstructing laboratory-sized rock joint surfaces, and it has the potential to become a popular method for measuring rock joint surfaces.
在岩石工程中,测量岩石节理面对于估算岩石不连续面的抗剪强度至关重要。常用的获取表面形态的技术,如轮廓仪和激光扫描仪,要么精度低,要么成本高。因此,需要一种高速、低成本且高精度的方法来获取节理面的地形。本文提出并评估了一种用于测量岩石节理面的基于智能手机运动结构(SfM)的摄影测量解决方案。使用iPhone 6s、Pixel 2和T329t在两种不同模式下拍摄了两个岩石节理标本的图像数据集,随后通过基于SfM的软件进行处理以获得三维模型。使用点云到点云距离的均方根误差(RMSE)和节理粗糙度系数(JRC)的平均误差对测量岩石节理面的技术进行了评估。结果表明,使用iPhone 6s和Pixel 2时的RMSE均小于0.08毫米。JRC的平均误差分别为-7.54%和-5.27%,点间距分别为0.25毫米和1.0毫米。智能手机SfM摄影测量方法在重建实验室规模的岩石节理面方面具有与三维激光扫描仪方法相当的精度,并且有潜力成为一种测量岩石节理面的常用方法。