Abstract
In this study, with the distinct element method analysis in threedimensional state, simulations of the true triaxial test for spherical granular material is carried out. In this analysis, the influence of meniscus water, which is mainly cause of the complicated behavior of unsaturated soil, is expressed by introducing a constant intergranular adhesive force that acts perpendicular to the tangential plane at contact point. The influence of the intergranular adhesive force on the failure criterion and deformation are examined. From the analytical results, it is found out that not only the failure criterion but also deformation characteristic in shear process are obey to the Lade failure criterion.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
Reference
Alonso EE, Gens A, Josa, A (1990) A Constitutive Model for Partially Saturated Soils. Geotechnique 40 No. 3: pp.405–430
Cundall PA (1971) A computer model for simulation progressive, large scale movement in blocky rock system: Symp. ISRM, Nancy, France, Proc.2, pp. 129–136
Fredlund DG, Morgenstern NR, Widger RA (1978) The Shear Strength of Unsaturated Soils. Can. Geotech. J. 15 No. 3: pp.313–321
Karube D, Kato S, Katsuyama J (1986) Effective stress and soil constants in unsaturated kaolin. Japanese society of civil engineering 370/□-5: pp.179–188 (In Japanese)
Lade P V, Duncan JM (1975) Elasto-plastic Stress-Strain Theory for Cohesionless Soil. ASCE GE div.: pp1037–1153
Matsuoka H, Nakai T (1974) Stress-deformation and strength characteristics of soil under three deferent principal stresses. Japanese society of civil engineering 232: pp.59–70
Shibata T, Karube D (1965) Influence of the variation of the intermediate principal stress on the mechanical properties of normally consolidated clays: 6th ICSMFE, Vol1, pp.359–363ocks, Athens, Greece, pp 577-583.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2005 Springer-Verlag Berlin Heidelberg
About this paper
Cite this paper
Kato, S., Yoshimori, Y., Sakakibara, T. (2005). Effects of intergranular adhesive force on failure criterion of granular materials. In: Schanz, T. (eds) Unsaturated Soils: Numerical and Theoretical Approaches. Springer Proceedings in Physics, vol 94. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-26737-9_7
Download citation
DOI: https://doi.org/10.1007/3-540-26737-9_7
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-21122-8
Online ISBN: 978-3-540-26737-9
eBook Packages: EngineeringEngineering (R0)