Inelastic Flow Behavior of Argillaceous Salt

Author:

Chan K. S.1,Bodner S. R.1,Munson D. E.2,Fossum A. F.3

Affiliation:

1. Southwest Research Institute, San Antonio, TX 78238

2. Sandia National Laboratories, Albuquerque, NM 87185

3. RE/SPEC Inc., Rapid City, SD 57709

Abstract

The effects of weak clay particles on the creep response of argillaceous salt have been analyzed by considering the particles as damage initiation sites where local tensile stresses and microcracks are induced under triaxial compression. The thermodynamic driving force for the damage process is formulated in terms of an appropriate power-conjucate equivalent stress measure, and the damage kinetics are described in terms of an evolution equation formulated on the basis of the conjugate equivalent stress and the scalar damage variable from Kachanov (1958). This treatment of clay particle effects is then incorporated into the Multimechanism Deformation Coupled Fracture (MDCF) constitutive model. A summary of the constitutive model is presented with an evaluation of the model calculations against experimental data of clean and argillaceous salt. The results suggest that the higher creep rate observed in argillaceous salt compared to clean salt is the consequence of increased damage growth in argillaceous salt due to the presence of weak clay particles.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Computational Mechanics

Reference38 articles.

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2. The failure of brittle solids containing small cracks under compressive stress states

3. Aubertin, M. , D. E. Gill and B. Landanyi. 1993. Seventh Symp. on Salt. Amsterdam, Holland: Elsevier Science Publ., 1:93-104.

4. Aubertin, M. , J. Sgaoula and D. Gill. 1993. Seventh Symposium on Salt, Amsterdam, Holland: Elsevier Science Publications, 1:117-125.

5. A unified viscoplastic model for the inelastic flow of alkali halides

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