TECHNICAL PAPERS
May 1, 1995

Fractal Approach to Measuring Roughness of Geomembranes

Publication: Journal of Geotechnical Engineering
Volume 121, Issue 5

Abstract

Fractal analysis was used to evaluate the roughness of four commercially available geomembranes used in waste-containment systems. Fractal analysis uses the concept of the fractal dimension D as a way to calculate the roughness of simple and complex profiles. In the present study, it was determined that the fractal dimension D of the geomembrane profiles increased as the roughness of their profiles increased. For example, the smoothest of the four geomembrane profiles had a fractal dimension D equal to 1.001; the roughest of the geomembrane profiles had a fractal dimension D equal to 1.1345. The difference in the fractal dimension D for the four geomembrane profiles was found to be relatively small. Thus, when the fractal dimension D is used to evaluate the roughness of geomembranes, at least four-digit precision after the decimal point is advisable. The sensitivity of the fractal dimension to inputs such as the direction of measurement and cut as well as the size of the segment length used to cover the geomembrane profiles were also analyzed.

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References

1.
Byrne, R. J., Kendall, J., and Brown, S. (1992). “Cause and mechanism of failure Kettleman Hills landfill B-19, phase IA.”Stability and performance of slopes and embankments—II, R. B. Seed and R. W. Boulanger, eds., ASCE, New York, N.Y., 1188–1214.
2.
Carr, J. R., Norris, G., and Newcomb, F. (1990). “Characterization of aggregate shape using fractal dimension.”Transp. Res. Record 1278, Transportation Research Board, Washington, D.C., 43–50.
3.
Carr, J. R., and Warriner, J. B.(1989). “Relationship between the fractal dimension and joint roughness coefficient.”Bull. Assoc. of Engrg. Geologists, 26(2), 253–263.
4.
Ingold, T. S. (1991). “Friction testing. Geomembranes: identification and performance testing, A. Rollin and J. M. Rigo, eds., Chapman and Hall, London, England, 176–203.
5.
Kaye, B. H.(1978). “Specification of the ruggedness and/or texture of a fine particle by its fractal dimension.”Powder Technol., 21(1), 1–16.
6.
Klinkenberg, B.(1994). “A review of methods used to determine the fractal dimension of linear features.”Mathematical Geology, 26(1), 23–46.
7.
Koerner, R. M. (1990). Designing with geosynthetics . Prentice Hall, Englewood Cliffs, N.J.
8.
Mandelbrot, B. B.(1967). “How long is the coast of Great Britain? Statistical self-similarity and the fractional dimension.”Sci., 156, 636–638.
9.
Mandelbrot, B. B. (1977). Fractals: forms, chance and dimension . W. H. Freeman, San Francisco, Calif.
10.
McWilliams, P. C., Kerkering, J. C., and Miller, S. M. (1993). “Estimation of shear strength using fractals as a measure of rock fracture roughness.”Rep. of Investigations No. 9497, U.S. Bureau of Mines, Spokane, Wash.
11.
Miller, S. M., McWilliams, P. C., and Kerkering, J. C. (1990). “Ambiguities in estimating fractal dimension of rock fracture surfaces.”Proc., 31st U.S. Rock Mech. Symp., Colorado School of Mines, Golden, Colo., 471–478.
12.
Richardson, G., and Bove, J. (1993). Soil liners and covers for landfills seminar . ASCE, New York, N.Y.
13.
Seed, R. B., and Bonaparte, R. (1992). “Seismic analysis and design of lined waste fills: current practice.”Stability and performance of slopes and embankments—II, R. B. Seed and R. W. Boulanger, eds., ASCE, New York, N.Y., 1521–1544.
14.
Turcotte, D. L. (1992). Fractal and chaos in geology and geophysics . Cambridge University Press, Cambridge, England.
15.
Underwood, E. E. (1986). “Quantitative fractography.”Applied metallography, G. F. Vander Voort, ed., Van Nostrand Reinhold Co., New York, N.Y., 101–122.

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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 121Issue 5May 1995
Pages: 442 - 446

History

Published online: May 1, 1995
Published in print: May 1995

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Authors

Affiliations

Luis E. Vallejo
Assoc. Prof., Dept. of Civ. Engrg., 949 Benedum Hall, Univ. of Pittsburgh, Pittsburgh, PA 15261.
Yun Zhou, Members, ASCE
Grad. Student, Dept. of Civ. Engrg., Univ. of Pittsburgh, Pittsburgh, PA.

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