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Joint Aperture Distribution

Aperture of joints is normally their smallest dimension and represents the displacement discontinuity across joints. If a joint is open, this parameter represents its aperture crucial for fluid flow along a joint as 'Joint Aperture.' Partly because aperture is generally quite small and partly because it is highly sensitive to effective normal stress, it therefore may vary in space and time. As opposed to the length and height distributions which do not change much after the formation of joint arrays, aperture varies with respect to joints' orientation. Nevertheless, attempts have been made to measure joint aperture in outcrops when it is relevant to near surface applications. For example, Figure 1 shows a frequency plot of a high number of aperture measurements in three pavements of tuffaceous rocks in Yucca Mountain, Nevada, which was once a leading candidate for the nation's nuclear waste repository. According to Barton and Hsieh (1989), the best fit curve to the data has a power-law form with an average exponent of 0.99.

Frequency of joint aperture for three site at Yucca Mountain, Nevada. Note that axes are offset from origin. From Barton and Hsieh (1989).Figure 1. Frequency of joint aperture for three site at Yucca Mountain, Nevada. Note that axes are offset from origin. From Barton and Hsieh (1989).

More accurate techniques such as petrographic microscope and SEM with cathode luminescence detector have been employed for laboratory measurements of aperture across joints and veins in a wide range of sizes. Similar to the conclusion reported above, a power-law distribution form has been proposed by Marrett et al. (1999) for fractures scaling across several orders of magnitude in a variety of rock types (Figure 2).

Aperture distribution of joints and veins in a wide size range in different lithologies. The distribution trends were determined to follow power law form. From Marrett et al. (1999).Figure 2. Aperture distribution of joints and veins in a wide size range in different lithologies. The distribution trends were determined to follow power law form. From Marrett et al. (1999).

However, one of the recent studies from the same research group (Hooker et al., 2009) has concluded that the smallest and largest size range of fractures are best characterized by log-normal distribution while only the intermediate range can be characterized by a power-law distribution (Figure 3). These authors have interpreted the variation from the smallest to intermediate sizes in terms of the increasing effect of fracture interaction and the transition from the intermediate to larger size population and to the restriction provided by bed thickness. It appears that the notion of different distribution forms for different size and/or progressive development stages of joint arrays is a common signature rather than the exception.

Aperture distribution from microfractures and macrofractures showing log-normal, power law, and log-normal distributions corresponding to the small, intermediate, and large sizes, respectively. Hooker et al. 2009.Figure 3. Aperture distribution from microfractures and macrofractures showing log-normal, power law, and log-normal distributions corresponding to the small, intermediate, and large sizes, respectively. Hooker et al. 2009.
Reference:

Barton, C.C., Hsieh, P.A., 1989. Physical and hydrologic-flow properties of fractures. American geophysical Union, Field Guide Book, T385, 28th International Geological Congress, July 1989, 36p.

Hooker, J.N., Gale, J.F.W., Gomez, L.A., Laubach, S.E., Marrett, R., Reed, R.M., 2009. Aperture-size scaling variations in low-strain opening-mode fracture set. Cozzette Sandstone, Colorado. Journal of Structural Geology 31: 707-718.

Marrett, R., Ortega, O.J., Kelsey, C.M., 1999. Extent of power-law scaling for natural fractures in rock. Geology 27: 799-802.



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