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Pressure Solution Seam Roughness (Amplitude of Stylolites)

A single stylolite, for example a bed-parallel pressure solution seam, is generally envisioned to begin as a planar surface and the amplitude of sutured columns is believed to be about equal to the thickness of rock dissolved (Figure 1, Stockdale, 1922). The amplitudes of stylolites are greatest at or near the stylolites' midpoints and decrease gradually to zero at the terminations, which is consistent with the notion that the greatest displacement discontinuity occurs at or near the middle of structure and it goes down to zero at the tip lines. For multiple stylolites in a given area, the thicknesses and amplitudes sometimes add up to a constant value along several scanlines, indicating the same amount of material removal. In Figure 1, the combined amplitude of the two branching or merging seams appears to be equivalent to that of the major single seam. Note that stylolite amplitude provides a minimum estimate of the material removal.

Drawing of a series of small, finely toothed stylolites from Mitchell Limestone. Stylolite amplitudes decrease gradually to zero at their terminations. Also note the echelon geometry of the neighboring stylolites. From Stockdale (1922).Figure 1. Drawing of a series of small, finely toothed stylolites from Mitchell Limestone. Stylolite amplitudes decrease gradually to zero at their terminations. Also note the echelon geometry of the neighboring stylolites. From Stockdale (1922).

The amplitude of a single stylolite has been used to estimate the shortening by pressure solution. Refer to the section on 'Strain of Pressure Solution Seams.' However, it has also been suggested that stylolite amplitudes decrease when they merge (Safaricz and Davison, 2005). Once the adjacent stylolites merge, the columns of former stylolites lying in the center of the seams collapse into one thick seam (Figure 2).

Photos showing merging stylolites in chalk from (a) Flamborough Head, Yorkshire, United Kingdom; (b) Machar oil field, North Sea Central Graben, United Kingdom. Stylolite amplitude decreases where seams merge. From Peacock and Azzam (2006).Figure 2. Photos showing merging stylolites in chalk from (a) Flamborough Head, Yorkshire, United Kingdom; (b) Machar oil field, North Sea Central Graben, United Kingdom. Stylolite amplitude decreases where seams merge. From Peacock and Azzam (2006).

Based on 3D quantification of the topography of stylolites in limestone (Figure 3a), Renard et al. (2004) and Schmittbuhl et al. (2004) proposed that stylolites have a self-affine scaling property. They concluded that stylolite surfaces have two distinct scaling regimes with two corresponding roughness exponents separated by a crossover length characteristic for all stylolites (Figure 3(b)) studied by these authors. Drummond and Sexton (1998) proposed that stylolites are fractal with a fractal number of 1.346.

(a) Measured profiles of four stylolites with increasing roughness from bottom (2 mm) to top (5 mm) from limestone. (b) Wavelet analyses of the morphology of a stylolite surface showing two scaling regimes with exponents 1.1 and 0.5. From Renard et al. (2004).Figure 3. (a) Measured profiles of four stylolites with increasing roughness from bottom (2 mm) to top (5 mm) from limestone. (b) Wavelet analyses of the morphology of a stylolite surface showing two scaling regimes with exponents 1.1 and 0.5. From Renard et al. (2004).

Peacock and Azzam (2006) reported that stylolite amplitude in limestone and dolomite obeys a power-law scaling relationship over 20 mm to 150 mm range (Figure 4a). Limestones and dolomites show similar scaling relationships, although the graph for dolomites is slightly steeper. This may be because stylolites are less developed and therefore, there are fewer seam mergers in the dolomites than in the limestones. Other data indicates that the relationship between residue thickness and stylolite amplitude is very weak (Figure 4(b)), presumably because of the merging of stylolites. Other factors impacting the seam roughness are the lithology, the distribution of inhomogeneity in rock, and loading (Andrews and Railsback, 1993; Ebner et al., 2010).

a. Cumulative frequency of stylolite amplitude from a population of stylolites (n = 4639) from four vertical wells at Khuff Formation (carbonate) in Abu Dhabi. The amplitude-frequency distribution appears to obey power-law scaling relationship. b. Residue thickness against the stylolite amplitude for the same data as in (a). The amplitude-thickness relationship is highly scattered. From Peacock and Azzam (2006).Figure 4. a. Cumulative frequency of stylolite amplitude from a population of stylolites (n = 4639) from four vertical wells at Khuff Formation (carbonate) in Abu Dhabi. The amplitude-frequency distribution appears to obey power-law scaling relationship. b. Residue thickness against the stylolite amplitude for the same data as in (a). The amplitude-thickness relationship is highly scattered. From Peacock and Azzam (2006).
Reference:

Andrews, L.M., Railsback, B.L., 1997. Controls on stylolite development: morphologic, lithologic and temporal evidence from bedding parallel and transverse stylolites from the U.S. Appalachians. The Journal of Geology 105: 59-73.

Drummond, C.N., Sexton, D.N., 1988. Fractal structure of stylolites. Journal of Sedimentary Research 68: 8-10, 1073-130X/98/068-8/03.00.

Ebner, M., Piazolo, S., Renard, F., Koehn, D., 2010. Stylolite interfaces and surrounding matrix material: Naature and role of heterogeneities in roughness and microstructural development. Journal of Structural geology 32: 1070-1084. doi:10.1016/j.jsg.2010.06.014.

Koehn, D., Renard, F., Toussaint, R., Passchier, C.W., 2007. Growth of stylolite teeth patterns depending on normal stress and finite compaction. Earth and Planetary Science Letters 257: 582-595.

Peacock, D.C.P., Azzam, I. N., 2006. Development and scaling relationships of a stylolite population. Journal of Structural Geology 28 (10): 1883-1889.

Renard, F., Schmittbuhl, J., Gratier, J.P., Meakin, P., Merino, E., 2004. Three-dimensional roughness of stylolites in limestones. Journal of Geophysical Research 109 (B3): B03209, doi:10.1029/2003JB002555.

Safaricz, M., Davison, I., 2005. Pressure solution in chalk. American Association of Petroleum Geologists Bulletin 89 (3): 383-401.

Schmittbuhl, J., Renard, F., Gratier, J.P., Toussaint, R., 2004. Roughness of stylolites: implications of 3D high resolution topography measurements. Physical Review Letters 93: 238501.

Stockdale, P.B., 1922. Stylolites: their nature and origin. Indiana University Studies 9: 1-97.



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