THE 3 rd INTERNATIONAL SCIENTIFIC CONFERENCES OF STUDENTS AND YOUNG RESEARCHERS dedicated to the 99
th
anniversary of the National Leader of Azerbaijan Heydar Aliyev
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Second (mechanical) approach. This approach is concerned with the
mechanics of shale behavior once it is drilled. Bradley proposed a classical
theoretical mechanical model based on the work by Fairhurst to predict
wellbore stability by the selection of the proper drilling fluid density to stabilize
the wellbore [1,2].
The quality of the mechanical stability model predictions is a function of
the quality and quantity of the input data [6]. Most of the models did not
consider the effect of temperature, shale hydration, and they assumed linear
elasticity.
Few researchers in the design of their experimental work tried to
understand the behavior of shales mechanical effects and under the
influence of the drilling fluids. Darley used reconstituted shale samples (from
drilled cuttings) compacted at 8400 psi for 16 hours to study the three modes
of wellbore failure by determining stresses developed when shale adsorbs
water [5].
Third approach. Capillary suction time test (CST) was developed by
Wilcox and Fisk to characterize shales and to study shale dispersion and
filtration properties at the rig site [8]. One disadvantage of this test was that
it essentially measures the ability of the powdered shale to control filtration,
a test not directly related to shale inhibition.
In 1987, Chenevert and Osisanya developed some quick and easy-to-
run tests for use at the rig site for the evaluation of shale-drilling fluid inhibition
[9]. In this regard, the swelling, dispersion (hot-rolling), and cation exchange
capacity tests were found to be the most useful.
Wellbore instability results from chemically reactive shales (drilling fluid
effects) or from unfavorable earth stresses (rock mechanics effects), or a
combination of these two effects. The most common and probably the more
severe and expensive wellbore instability is caused by reactive shale
formations.
The three stages of wellbore instability due to shale-drilling fluid interaction
were documented recently by Chenevert and Osisanya [8]. In the first stage,
the shale is compacted due