1976
DOI: 10.1130/0091-7613(1976)4<333:doamp>2.0.co;2
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Dewatering of a metamorphic pile

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Cited by 118 publications
(40 citation statements)
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“…Significant fluid pressure ( or overpressure) would be dependent on high rock strength (Norris and Henley 1976), which is not obvious in the clastic rocks of the Marybank and Botanical Hill fc)rmations. With low or moderate rock strength a high degree of veining and fracturing would be expected, but these are rdatively rare.…”
Section: Discussionmentioning
confidence: 99%
“…Significant fluid pressure ( or overpressure) would be dependent on high rock strength (Norris and Henley 1976), which is not obvious in the clastic rocks of the Marybank and Botanical Hill fc)rmations. With low or moderate rock strength a high degree of veining and fracturing would be expected, but these are rdatively rare.…”
Section: Discussionmentioning
confidence: 99%
“…Norris & Henley (1976) pointed out that fluid movement must take place at least to the extent required to bleed off fluids released by devolatilization reactions, but we contend that the scale of the mass transport and fluid volumes inferred above demand a much more effective fluid mobility. In this section, we discuss the nature and magnitude of the major controls on fluid advection during metamorphism, before considering its broader implications.…”
Section: The Mobility Of the Metamorphic Fluidmentioning
confidence: 99%
“…These factors are: (1) at all but the lowest grades, the solid phases are not strong enough to support a pore with PI much less than PI, so irreversible pore collapse ensures Pf = P,; (2) continuous devolatilization reactions, both locally and deeper in the rock pile, are constantly increasing fluid volume, and thus P,; crystallizing magmas at all crustal levels also contribute to the fluid budget; (3) progressive burial in even a moderate thermal gradient leads to aqueous fluid expansion, which can substantially increase PI (Norris & Henley, 1976); and (4) there may be a significant input offluid from the mantle (Touret, 1971). Together, these factors will have the effect of maintaining P, at a threshold value limited only by the rock's hydraulic fracture strength.…”
Section: Gradientsmentioning
confidence: 99%
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