TY - GEN

T1 - Accurate estimation of rock joint roughness using variogram method

AU - Kulatilake, P. H.S.W.

AU - Um, J.

PY - 1999/1/1

Y1 - 1999/1/1

N2 - Fractional Brownian profiles with known values of fractal dimension, D, input standard deviation, a, and data density, d, were generated. For different values of the input parameter of the variogram method (lag distance, h), D and another associated fractal parameter Kv were calculated for the aforementioned profiles. The estimated Ky was found to relate to D, a and d according to Kv=2.0×10-5d0.35σ1.95D14.5. The parameter Kv can be used to capture the scale effect of roughness profiles. Suitable ranges for h were estimated to obtain computed D within ±10% of the D used for the generation and also to satisfy a power functional relation between the variogram and h. Results indicated the importance of removal of global trend for roughness profiles with global trend to obtain accurate estimates for the fractal parameters. The parameters D and Kv are suggested to use with the variogram method to quantify stationary roughness. In addition, at the basic level, the mean inclination/declination angle of the surface in the direction considered can be used to represent the global trend. Procedures are given in the paper to estimate suitable h range for a given natural rock joint profile to use with the variogram method to estimate D and Kv accurately for the profile.

AB - Fractional Brownian profiles with known values of fractal dimension, D, input standard deviation, a, and data density, d, were generated. For different values of the input parameter of the variogram method (lag distance, h), D and another associated fractal parameter Kv were calculated for the aforementioned profiles. The estimated Ky was found to relate to D, a and d according to Kv=2.0×10-5d0.35σ1.95D14.5. The parameter Kv can be used to capture the scale effect of roughness profiles. Suitable ranges for h were estimated to obtain computed D within ±10% of the D used for the generation and also to satisfy a power functional relation between the variogram and h. Results indicated the importance of removal of global trend for roughness profiles with global trend to obtain accurate estimates for the fractal parameters. The parameters D and Kv are suggested to use with the variogram method to quantify stationary roughness. In addition, at the basic level, the mean inclination/declination angle of the surface in the direction considered can be used to represent the global trend. Procedures are given in the paper to estimate suitable h range for a given natural rock joint profile to use with the variogram method to estimate D and Kv accurately for the profile.

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M3 - Conference contribution

AN - SCOPUS:0007503023

SN - 9058090523

SN - 9789058090522

T3 - Vail Rocks 1999 - 37th U.S. Symposium on Rock Mechanics (USRMS)

SP - 407

EP - 414

BT - Vail Rocks 1999 - 37th U.S. Symposium on Rock Mechanics (USRMS)

A2 - Kranz, null

A2 - Smeallie, null

A2 - Scott, null

A2 - Amadei, null

PB - American Rock Mechanics Association (ARMA)

T2 - 37th U.S. Symposium on Rock Mechanics, Vail Rocks 1999

Y2 - 7 June 1999 through 9 June 1999

ER -