Acta Geotechnica

, Volume 6, Issue 1, pp 31–40

Numerical investigation of undrained cavity expansion in fine-grained soils

Authors

  • Abid Ali
    • Indian Institute of Technology Delhi
  • Thomas Meier
    • Baugrund Dresden
    • Institute of Geotechnical Engineering, TU-Dresden
Research Paper

DOI: 10.1007/s11440-011-0133-8

Cite this article as:
Ali, A., Meier, T. & Herle, I. Acta Geotech. (2011) 6: 31. doi:10.1007/s11440-011-0133-8

Abstract

Based on the spherical cavity expansion (SCE) problem, Cudmani and Osinov (Can Geotech J 38:622–638, 2001), Osinov and Cudmani (Int J Numer Anal Method Geomech 25:473–495, 2001) developed a semi-empirical method of interpretation of CPT for coarse-grained soils (sand, gravel) using a hypoplastic constitutive model. Using a material-independent shape factor, the cone penetration resistance was related to the limit pressure required to expand a spherical cavity. The shape factor was observed to be a function of the soil state only, in particular the pressure-dependent relative density. This paper presents an analogous interpretation technique for CPT in fine-grained soils using the shape factor concept, Cavity Expansion approach, and a hypoplastic constitutive model. Relations for the shape factor and the limit pressure have been proposed based on the parameters affecting these quantities. A validation of the proposed interpretation technique with experimental results has also been performed.

Keywords

CPTCavity expansionShape factorLimit pressureHypoplasticity

Copyright information

© Springer-Verlag 2011