Natural rock joint roughness quantification through fractal techniques

• Published in: Geotechnical and geological engineering 2006-10, Vol.24 (5), p.1181-1202
• Main Authors: Kulatilake, P. H. S. W., Balasingam, P., Park, Jinyong, Morgan, R.
• Format: Article
• Language: English
• Subjects: Anisotropy; Dimensions; Fractal geometry; Fractals; Joints (timber); Mechanical properties; Parameters; Rocks; Roughness; Variability
• ISSN: 0960-3182; 1573-1529
• DOI: 10.1007/s10706-005-1219-6

Accurate quantification of roughness is important in modeling hydro-mechanical behavior of rock joints. A highly refined variogram technique was used to investigate possible existence of anisotropy in natural rock joint roughness. Investigated natural rock joints showed randomly varying roughness anisotropy with the direction. A scale dependant fractal parameter, Kv, seems to play a prominent role than the fractal dimension, Dr1d, with respect to quantification of roughness of natural rock joints. Because the roughness varies randomly, it is impossible to predict the roughness variation of rock joint surfaces from measurements made in only two perpendicular directions on a particular sample. The parameter Dr1d × Kv seems to capture the overall roughness characteristics of natural rock joints well. The one-dimensional modified divider technique was extended to two dimensions to quantify the two-dimensional roughness of rock joints. The developed technique was validated by applying to a generated fractional Brownian surface with fractal dimension equal to 2.5. It was found that the calculated fractal parameters quantify the rock joint roughness well. A new technique is introduced to study the effect of scale on two-dimensional roughness variability and anisotropy. The roughness anisotropy and variability reduced with increasing scale.