AN ALGORITHMIC 3D ROCK ROUGHNESS MEASURE USING LOCAL DEPTH MEASUREMENT CLUSTERS

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A computational algorithm which uses depth data from a reference plane to a rock fracture surface in calculating a new three-dimensional joint roughness coefficient is presented. Two independent sets of fracture data are investigated. The new coefficient is compared to Barton’s 2D joint roughness coefficient JRC. A measure indicating corrupt data is discussed. The algorithm is also used to show that, in general, rock roughness is only a local variable, not a directional one.

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Rock Mechanics and Rock Engineering, 2006, 39, 2, 147-158

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