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@article{c3a5e4b5f64544028b919bcfe615aa9d,
title = "Biot critical frequency applied as common friction factor for pore collapse and failure of chalk with different pore fluids and temperatures",
publisher = "Society of Petroleum Engineers, Inc.",
author = "Andreassen, {Katrine Alling} and Fabricius, {Ida Lykke} and Foged, {Niels Nielsen}",
year = "2011",
volume = "16",
number = "4",
pages = "1002--1009",
journal = "S P E Journal",
issn = "1086-055X",

}

RIS

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 -