Biot critical frequency applied as common friction factor for pore collapse and failure of chalk with different pore fluids and temperatures
Publication: Research - peer-review › Journal article – Annual report year: 2012
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Biot critical frequency applied as common friction factor for pore collapse and failure of chalk with different pore fluids and temperatures. / Andreassen, Katrine Alling; Fabricius, Ida Lykke; Foged, Niels Nielsen.
In: S P E Journal, Vol. 16, No. 4, 2011, p. 1002-1009.Publication: Research - peer-review › Journal article – Annual report year: 2012
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TY - JOUR
T1 - Biot critical frequency applied as common friction factor for pore collapse and failure of chalk with different pore fluids and temperatures
A1 - Andreassen,Katrine Alling
A1 - Fabricius,Ida Lykke
A1 - Foged,Niels Nielsen
AU - Andreassen,Katrine Alling
AU - Fabricius,Ida Lykke
AU - Foged,Niels Nielsen
PB - Society of Petroleum Engineers, Inc.
PY - 2011
Y1 - 2011
N2 - A fluid effect toward higher strengths for oil-saturated chalk compared with water-saturated chalk has previously been identified and labeled the "water-weakening phenomenon," but has not been further characterized physically. The hypothesis of this paper is that the Biot critical frequency with a strain or stress-rate dependence can be used to explain this behavior on the pore scale and can be extrapolated to the macroscale failure and pore-collapse properties. A large set of previously published laboratory test results on chalk with different pore fluids was collected, and as a supplement we present a new test series on Stevns chalk with unconfined compression and Brazilian strength results. Copyright © 2011 Society of Petroleum Engineers.
AB - A fluid effect toward higher strengths for oil-saturated chalk compared with water-saturated chalk has previously been identified and labeled the "water-weakening phenomenon," but has not been further characterized physically. The hypothesis of this paper is that the Biot critical frequency with a strain or stress-rate dependence can be used to explain this behavior on the pore scale and can be extrapolated to the macroscale failure and pore-collapse properties. A large set of previously published laboratory test results on chalk with different pore fluids was collected, and as a supplement we present a new test series on Stevns chalk with unconfined compression and Brazilian strength results. Copyright © 2011 Society of Petroleum Engineers.
KW - Biot Critical Frequency
KW - Chalk
KW - Failure
KW - Pore collapse
U2 - 10.2118/130447-PA
DO - 10.2118/130447-PA
JO - S P E Journal
JF - S P E Journal
SN - 1086-055X
IS - 4
VL - 16
SP - 1002
EP - 1009
ER -