Effective stress coefficient for uniaxial strain condition

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2012

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The effective stress coefficient, introduced by Biot, is used for predicting effective stress or pore pressure in the subsurface. It is not a constant value. It is different for different types of sediment and it is stress dependent. We used a model, based on contact between the grains to describe the reason for change in effective stress coefficient under stress. Our model suggests that change in effective stress coefficient will be higher at uniaxial stress condition than at hydrostatic condition. We derived equations from the original definition of Biot to estimate effective stress coefficient from one dimensional rock mechanical deformation. We further investigated the effect of boundary condition on the stress dependency of effective stress coefficient and discussed its application in reservoir study. As stress field in the reservoirs are most unlikely to be hydrostatic, effective stress determined under uniaxial strain condition will be more relevant in reservoir studies.
Original languageEnglish
Title of host publicationProceedings of the 74th EAGE Conference & Exhibition incorporating SPE EUROPEC 2012
Number of pages6
Publication date2012
StatePublished - 2012
Event74th EAGE Annual Conference and Exhibition incorporating SPE Europec 2012 - Copenhagen, Denmark


Conference74th EAGE Annual Conference and Exhibition incorporating SPE Europec 2012
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ID: 9823837