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Precision analysis of discontinuity orientation obtained with DCRP

机译:DCRP获得的不连续取向的精度分析

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Discontinuity orientation is an important factor that controls mechanical behavior of rock masses and need to be obtained and studied in modern rock mass engineering. Digital close range photogrammetry (DCRP) is applied to orientation measurement because of its non-contacting object feature. Rock high slope was used as research object. Discontinuity orientation was obtained by using DCRE Orientation precision based on error theory was studied under different image processing methods, photograph distances, camera resolutions and control point distributions. The study shows that compared with compass measuring data, orientation obtained with DCRP fundamentally meets the requirement (the firing RMS error below 6°) on the condition of 8 or more control points (precision 0.01 m) surrounding the object and approximate straightness photography of photography distance 70m, photography baseline 10m, baseline direction paralleling to the slope strike and using digital camera (8M oixels).
机译:不连续定向是控制岩体力学行为的重要因素,需要在现代岩体工程中获得和研究。数字近距离摄影测量法(DCRP)由于其非接触物体功能而被应用于方向测量。以岩石高边坡为研究对象。通过基于误差理论的DCRE定向精度,在不同的图像处理方法,照片距离,相机分辨率和控制点分布下研究了不连续性定向。研究表明,与指南针测量数据相比,在物体周围有8个或更多控制点(精度0.01 m)和近似摄影的直线度摄影条件下,DCRP所获得的定向基本上满足要求(发射RMS误差低于6°)。距离70m,摄影基线10m,平行于斜坡走向的基线方向,并使用数码相机(8M像素)。

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