2018
DOI: 10.1016/j.jsg.2017.07.008
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Spatial and layer-controlled variability in fracture networks

Abstract: 14Topological sampling, based on 1) node counting and 2) circular sampling areas, is 15 used to measure fracture intensity in surface exposures of a layered limestone/shale 16 sequence in north Somerset, UK. This method provides similar levels of precision as 17 more traditional line samples, but is about 10 times quicker and allows characterization 18 of the network topology. Georeferencing of photographs of the sample sites allows 19 later analysis of trace lengths and orientations, and identification of joi… Show more

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Cited by 52 publications
(48 citation statements)
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“…The fracture density, intensity, and an estimate of mean trace length for the scanline can be calculated from the n and m values (Mauldon et al, 2001). To be statistically valid the number of fracture end points (m) should exceed 30 (Rohrbaugh et al, 2002), however, values between 20 and 30 can also be considered reliable (Procter and Sanderson, 2017). This rule defines the radius of the scanline as a function of fracture density and limits the use of the technique in areas of poor exposure and low-density fracture networks.…”
Section: Fracture Data Collection and Analysismentioning
confidence: 99%
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“…The fracture density, intensity, and an estimate of mean trace length for the scanline can be calculated from the n and m values (Mauldon et al, 2001). To be statistically valid the number of fracture end points (m) should exceed 30 (Rohrbaugh et al, 2002), however, values between 20 and 30 can also be considered reliable (Procter and Sanderson, 2017). This rule defines the radius of the scanline as a function of fracture density and limits the use of the technique in areas of poor exposure and low-density fracture networks.…”
Section: Fracture Data Collection and Analysismentioning
confidence: 99%
“…Fracture topology describes a fault or fracture network as a series of branches and nodes (Manzocchi, 2002;Sanderson et al, 2018;Procter and Sanderson, 2017;Sanderson and Nixon, 2015;Laubach et al, 2018). A branch is a fracture trace with 30 a node at each end that can be classified as terminating into rock at i-nodes (unconnected terminations), abutting against another fracture at a y-node, or crossing another branch at an x-node.…”
Section: Fracture Data Collection and Analysismentioning
confidence: 99%
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