Chemically induced compaction bands : 1 Triggering conditions and band thickness

نویسنده

  • Ioannis Stefanou
چکیده

7 8 Key points 9-Compaction band instabilities due to cataclasis and dissolution in rocks 10-Strong chemo-poro-mechanical coupling, grain breakage and chemical softening 11-Regions of instability, compaction band thickness and periodicity 12 13 Abstract 14 During compaction band formation various mechanisms can be involved at different scales. 15 Mechanical and chemical degradation of the solid skeleton and grain damage are important 16 factors that may trigger instabilities in the form of compaction bands. Here we explore the 17 conditions of compaction band formation in quartz-and carbonate-based geomaterials by 18 considering the effect of chemical dissolution and grain breakage. As the stresses/deformations 19 evolve, the grains of the material break leading to an increase of their specific surface. 20 Consequently, their dissolution is accelerated and chemical softening is triggered. By accounting 21 for (a) the mass diffusion of the system, (b) a macroscopic failure criterion with dissolution 22 softening and (c) the reaction kinetics at the micro level, a model is proposed and the conditions 23 for compaction instabilities are investigated. Distinguishing the micro-scale (grain level) from the 24 macro-level (Representative Elementary Volume) and considering the heterogeneous 25 microstructure of the REV it is possible to discuss the thickness and periodicity of compaction 26 bands. Two case studies are investigated. The first one concerns a sandstone rock reservoir which 27 is water flooded and the second one a carbonate rock in which CO 2 is injected for storage. It is 28 shown that compaction band instabilities are possible in both cases. (200 words) 29 30 31 32 Index terms 33 STRUCTURAL GEOLOGY: Mechanics, theory and modeling 34

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Chemically induced compaction bands: Triggering conditions and band thickness

HAL is a multidisciplinary open access archive for the deposit and dissemination of scientific research documents, whether they are published or not. The documents may come from teaching and research institutions in France or abroad, or from public or private research centers. L'archive ouverte pluridisciplinaire HAL, est destinée au dépôt età la diffusion de documents scientifiques de niveau r...

متن کامل

Shear and compaction band formation on an elliptic yield cap

[1] Conditions for shear and compaction localization are examined for stress states on an elliptic yield cap in the space of Mises equivalent shear stress t and mean normal compressive stress s. Localization is predicted to occur when the slope of the hydrostatic stress versus inelastic volume strain curve falls to a critical value kcrit. When applied to the standard triaxial test, the analysis...

متن کامل

Theory of Compaction Bands in Porous Rock

Compaction bands are narrow planar zones of localized purely compressive (without shear) deformation that form perpendicular to the most compressive principal stress. Such bands have been observed in high porosity rocks in the laboratory and in the field. Because compaction presumably decreases permeability, these bands can act as barriers to flow within reservoirs. Reexamination of the results...

متن کامل

Transparent photonic band in metallodielectric nanostructures

Under certain conditions, a transparent photonic band can be designed into a one-dimensional metallodielectric nanofilm structure. Unlike conventional pass bands in photonic crystals, where the finite thickness of the structure affects the transmission of electromagnetic fields having frequency within the pass band, the properties of the transparent band are almost unaffected by the finite thic...

متن کامل

Conditions for compaction and shear bands in a transversely isotropic material q

This paper derives conditions for localized deformation for a transversely isotropic constitutive relation intended to model the response of geological materials in the axisymmetric compression test. The analysis considers the possibility of shear bands, with dilation or compaction, and pure compaction bands. The latter are planar zones of localized pure compressive deformation (without shear) ...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2014