COMPACTION BANDS AND OEDOMETRIC TESTING IN CEMENTED SOILS

Author:

ARROYO MARCOS1,CASTELLANZA RICCARDO1,NOVA ROBERTO1

Affiliation:

1. Department of Structural Engineering, Milan University of Technology

Publisher

The Japanese Geotechnical Society

Reference42 articles.

1. 1) Ackerley, S. K., Hellings, J. E. and Jardine, R. J. (1987) : Discussion on a new device for measuring local axial strains on triaxial specimens, Géotechnique 37 (3), 413-417.

2. 2) Arroyo, M., Tsige, M., Medina, L. and Cañizal, J. (2005) : Mechanical properties of a stabilized residue (submitted to Engineering Geology).

3. 3) Baud, P., Klein, E. and Wong, T.-F. (2004) : Compaction localization in porous sandstones : spatial evolution of damage and acoustic emission activity, J. Struct. Geology, 26,603-624.

4. 4) Baudet, B. and Stallebrass, S. (2004) : A constitutive model for structured clays Géotechnique, 54 (4), 269-278.

5. 5) Bolton, M. D. and Marketos, G. (2005) : Compaction bands as observed in DEM simulations, (to appear in Powders & Grains 2005, Stuttgart).

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