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Abstract
Chapter from:
Edited by
Models
for Clastic
Rocks, Their Relation to Hydrocarbon
Chapter 3
Models
for Clastic Rocks, Their Relation to
Hydrocarbon Expulsion: a Critical Reevaluation
Jean Burrus1
IFP, Rueil Malmaison, France
1Present Affiliation:
Beicip-Franlab, Rueil Malmaison, France
Abstract
models
in clastic rocks. It is based on a review of previous regional
overpressure modeling studies in rapidly subsiding basins (the Mahakam Delta, Indonesia,
and the Gulf Coast, U.S.A.), and in slowly subsiding basins (the Williston Basin,
U.S.A.-Canada and the Paris Basin, France). We show that compaction
models
based on
effective stress-porosity relations satisfactorily explain overpressures in rapidly
subsiding basins. Overpressures appear primarily controlled by the vertical permeability
of the shaly facies where they are observed. Vertical permeabilities required to model
overpressures in the Gulf Coast and Mahakam basins differ little, they are around 1-10
nanodarcies. Geological evidence and
models
suggest other causes of overpressure such as
aquathermal pressuring or clay diagenesis to be generally small compared with compaction
disequilibrium. Hydrocarbon (HC) generation can be a minor additional cause of
overpressures in rich, mature source rocks. Shale permeabilities calibrated against
observed overpressures appear consistent with direct measurements. Specific surface areas
of mineral grains and relationships between effective stress/permeability implied by model
calibrations agree with independent experimental determination. The main weakness of
mechanical compaction
models
is that they overestimate the porosity of thick overpressured
shales. Unlike in previous studies, we suggest that this mismatch is not caused by fluid
generation inside overpressured shales. Instead, we infer that it is a consequence of an
inappropriate definition of effective stress. If effective stress is defined as S -
aP, instead of S - P, then with a around 0.65-0.85, porosity
reversals predicted in overpressured shales are much reduced, and better in agreement with
observations. Alpha (a) is known in poro-elasticity as the Biot coefficient. We show that the
non-linear distribution of
horizontal
stress often observed in overpressured shale
sequences confirms values of the Biot coefficient in the range indicate above.
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