1965
DOI: 10.2475/ajs.263.8.633
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Role of fluid pressure in jointing

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Cited by 545 publications
(245 citation statements)
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“…Natural hydraulic fractures (NHF) are fractures induced by the presence of elevated fluid pressure with respect to hydrostatic pressure. The importance and existence of NHFs in the Earth's crust has been debated for over 30 years [Secor, 1965], yet the conditions under which they form remain controversial. Flekkøy et al [2002] present the development of a numerical model that couples a discrete spring network representation and Darcy's law to model fluid pressure induced øfractures (hydrofractures).…”
Section: Application Of Lbdem To Natural Hydraulic Fracturingmentioning
confidence: 99%
“…Natural hydraulic fractures (NHF) are fractures induced by the presence of elevated fluid pressure with respect to hydrostatic pressure. The importance and existence of NHFs in the Earth's crust has been debated for over 30 years [Secor, 1965], yet the conditions under which they form remain controversial. Flekkøy et al [2002] present the development of a numerical model that couples a discrete spring network representation and Darcy's law to model fluid pressure induced øfractures (hydrofractures).…”
Section: Application Of Lbdem To Natural Hydraulic Fracturingmentioning
confidence: 99%
“…For tensile cracks to form by hydraulic fracturing, the pore fluid pressure must exceed the magnitude of the least principal stress by the tensile strength of the rock (e.g. Secor, 1965;Shaw, 1980). The condition for hydraulic fracturing is commonly written as P fluid Rs 3 CT, with T denoting tensile strength, s 3 the least principal stress and P fluid the pore fluid pressure.…”
Section: Microcrack Density As a Function Of Distance From The Centramentioning
confidence: 99%
“…For tensile cracks to form by hydraulic fracturing, the fluid pressure must exceed the magnitude of the least principal stress by the tensile strength of the rock (e.g. Secor, 1965;Shaw, 1980) or, in fracture mechanics terminology, exceed the fracture toughness of the rock. Upon cooling and crystallisation, the portion of volatiles in the pegmatitic melt that is not incorporated into minerals is liberated as a fluid phase (Burnham, 1979).…”
Section: Introductionmentioning
confidence: 99%
“…The maximum depth for hydrofracturing (z max ) as a function of λ can be calculated from the failure criterion for extensional fracturing of intact homogeneous rock, given by σ 3 ' = -T where T is the tensile strength of the rock, combined with the maximum differential stress for extension fracturing, given by σ^ -σ' 3 = AT (Secor, 1965). Combining these two equations, and recalling σ,' = σ, -P = (p r gz + p w gh) -P, yields the following relationship between λ and z max :…”
Section: \ -(2)mentioning
confidence: 99%