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Erschienen in: Rock Mechanics and Rock Engineering 3/2013

01.05.2013 | Original Paper

Constraints on the Sealing Capacity of Faults with Clay Smears from Discrete Element Models Validated by Laboratory Experiments

verfasst von: J. H. TerHeege, B. B. T. Wassing, B. Orlic, S. B. Giger, M. B. Clennell

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 3/2013

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Abstract

Prediction of hydrocarbon column heights in structural traps critically depends on proper analysis of the sealing capacity of faults. Entrainment of clay in fault zones in upper crustal levels may lead to the development of continuous clay smears that dramatically increase the sealing capacity of faults. In this study, direct shear experiments on large-scale samples of layered sandstone–claystone–sandstone are simulated using two-dimensional discrete element numerical models to study the development of clay smears for different claystone types and normal stress conditions. Analysis of clay smear structures in terms of drag, slicing, wear and flow of clay reveals that drag is dominant at low shear displacements and high local stress concentrations, slicing and wear become important at higher shear displacement and low stresses at source bed near the fault zone. Correlation between critical fault displacements in the experiments and local stress ratios (shear stress divided by normal stress) in the models is used to determine smear failure and leakage for all claystones and normal stresses. A smear breach diagram with sealing/leaking conditions for faults containing clay smears shows that clay smears may be sealing at larger displacements than predicted by other fault seal algorithms, such as shale gouge ratio, in particular for low shale content and high normal stress.

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Metadaten
Titel
Constraints on the Sealing Capacity of Faults with Clay Smears from Discrete Element Models Validated by Laboratory Experiments
verfasst von
J. H. TerHeege
B. B. T. Wassing
B. Orlic
S. B. Giger
M. B. Clennell
Publikationsdatum
01.05.2013
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 3/2013
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-013-0383-x

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