Measurement of rock mass discontinuities was the key for rock mass 3D network simulation, seepage analysis, and stability analysis. In this paper, a non-contact rock mass discontinuities detection method based on the single camera binocular three-dimensional reconstruction theory was presented. This method provided an effective way for grouping rock mass discontinuities and calculation the discontinuity orientations. The main flow of the method was:
obtaining three dimensional point cloud data based on the binocular three-dimensional reconstruction theory by single camera,
de-noising and re-sampling on point cloud data before triangulation to reduce holes in the reconstructed triangular mesh,
grouping rock mass discontinuities automatically based on an improved K-means algorithm which adopted density and clustering validity indexes,
segmenting the discontinuities in the same group based on the angle and the adjacent relationship between two triangular facets, and
fitting the segmented point cloud using the Random Sample Consensus (RANSAC) algorithm and calculating its orientation.
Volumes of rock contain a wide range of ‘planes of weakness’ at all scales, each with a statistical distribution of spacing and orientation (Goodman, 1989). In rock engineering, these planes of weakness are generally referred to as ‘discontinuities’. It is essential to characterized is continuities geometry properties at exposed rock faces in permeability studies for hydrological, mechanical behaviour assessment and in the engineering design of man-made structures placed in or on rock masses.