2006
DOI: 10.1126/science.1132127
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Bedrock Fracture by Ice Segregation in Cold Regions

Abstract: The volumetric expansion of freezing pore water is widely assumed to be a major cause of rock fracture in cold humid regions. Data from experiments simulating natural freezing regimes indicate that bedrock fracture results instead from ice segregation. Fracture depth and timing are also numerically simulated by coupling heat and mass transfer with a fracture model. The depth and geometry of fractures match those in Arctic permafrost and ice-age weathering profiles. This agreement supports a conceptual model in… Show more

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Cited by 345 publications
(297 citation statements)
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“…The formation of ice within rock is likely to be an important driver of near-surface frost weathering (Hallet et al, 1991) and rock damage at the depth of several meters (Murton et al, 2006), and in steep terrain, this process may be crucial for the slow preconditioning of rock fall from warming permafrost areas (Matsuoka and Murton, 2008;Gruber and Haeberli, 2007). However, the transfer of corresponding theoretical insight and laboratory evidence to natural conditions characterized by strong spatial and temporal heterogeneity of the rock properties (e.g.…”
Section: Introductionmentioning
confidence: 96%
“…The formation of ice within rock is likely to be an important driver of near-surface frost weathering (Hallet et al, 1991) and rock damage at the depth of several meters (Murton et al, 2006), and in steep terrain, this process may be crucial for the slow preconditioning of rock fall from warming permafrost areas (Matsuoka and Murton, 2008;Gruber and Haeberli, 2007). However, the transfer of corresponding theoretical insight and laboratory evidence to natural conditions characterized by strong spatial and temporal heterogeneity of the rock properties (e.g.…”
Section: Introductionmentioning
confidence: 96%
“…In our system, samples cool from all outer faces which presumably act to seal the sample with ice. On the other hand, ice segregation along temperature gradients in fissured natural bedrock will cause suction up to several MPa (Murton et al, 2006;Walder and Hallet, 1985) and ice growth, and presumably cause a persistent elevated level of cryostatic stress similar to our laboratory setup. Figure 4a and b show an offset which is not explainable by Eq.…”
Section: Model Setup and Representativenessmentioning
confidence: 99%
“…A surpassing damage threshold or opening of microcracks could explain anisotropy increase. The pore pressure can be generated by the ice pressure building (Matsuoka, 1990;Vlahou and Worster, 2010) due to volumetric expansion of in situ water (Hall et al, 2002;Matsuoka and Murton, 2008) and ice segregation (Hallet, 2006;Murton et al, 2006;Walder and Hallet, 1985). In the laboratory, any open system allows water migration and enables ice segregation while closed systems with water-saturated samples favour volumetric expansion (Matsuoka, 1990).…”
Section: Model Setup and Representativenessmentioning
confidence: 99%
“…Slope failures in rock masses that develop along pre-existing discontinuities may occur due to various environmentally induced mechanisms such as high magnitude earthquakes (Rodriguez et al, 1999;Yagoda-Biran et al, 2010;Hatzor, 2003), pore pressure build-up in rock joints (Iverson, 2000;Veveakis et al, 2007), and freezing and thawing of water in joints (Matsuoka, 2008;Murton et al, 2006;Williams, 1995). These suggested mechanisms fail to describe time-dependent, thermally controlled sliding along discontinuities or opening of tensile fractures which may ultimately culminate in slope failure.…”
Section: Rationale On Causes Of Rock Failuresmentioning
confidence: 99%