REQUIREMENTS FOR ACCURATE QUANTIFICATION OF SELF-AFFINE ROUGHNESS USING THE VARIOGRAM METHOD

Both stationary and non-stationary fractional Brownian profiles (self- affine profiles) with known values of fractal dimension, D, input stan dard deviation, sigma, and data density, d, were generated. For differ ent values of the input parameter of the variogram method (lag distanc e, h), D and another associated fractal parameter ii, were calculated for the aforementioned profiles. It was found that sigma has no effect on calculated D. The estimated ii, was found to increase with D, sigm a and d according to the equation K-v = 2.0 x 10(-5) d(0.35)sigma(0.95 )D(14.5). The parameter K-v seems to have potential to capture the sca le effect of roughness profiles. Suitable ranges for h were estimated to obtain computed D within +/- 10% of the D used for the generation a nd also to satisfy a power functional relation between the variogram a nd ii. Results indicated the importance of removal of nonstationarity of profiles to obtain accurate estimates for the fractal parameters. I t was found that at least two parameters are required to quantify stat ionary roughness; the parameters D and K-v are suggested for use with the variogram method. In addition, one or more parameters should be us ed to quantify the non-stationary part of roughness, if it exists; at the basic level, the mean inclination/declination angle of the surface in the direction considered can be used to represent the non-stationa rity. A new concept of feature size range of a roughness profile is in troduced in this paper. The feature size range depends on d, D and sig ma. The suitable h range to use with the variogram method to produce a ccurate fractal parameter values for a roughness profile was found to depend on both d and D. It is shown that the feature size range of a r oughness profile plays an important role in obtaining accurate roughne ss parameter values with both the divider and the variogram methods. T he minimum suitable h was found to increase with decreasing d and incr easing D. Procedures are given in this paper to estimate a suitable h range for a given natural rock joint profile to use with the variogram method to estimate D and K-v accurately for the profile. (C) 1998 Els evier Science Ltd. All rights reserved.