Evaluation of penetration resistance of a Ball penetrometer in strain softening clay

Research output: Chapter in Book / Conference PaperConference Paperpeer-review

2 Citations (Scopus)

Abstract

This paper presents numerical simulation results for Ball penetration resistance in strain-softening, rate-dependent soft clay. Since this is a problem involving large soil deformations, the analysis is carried out using an Arbitrary Lagrangian Eulerian based finite element method, where the quality of the mesh is preserved during penetration. The constitutive behavior of the soil is modelled by modifying an elastic, perfectly-plastic soil model obeying Von-Mises yield criterion to take into account the strain-softening, rate-dependent behavior of the soil. Numerical analyses are carried out for varying parameters controlling the strain-softening, rate-dependent behavior shown by naturally occurring soft clays. The evolution of periodic shear bands ahead of the advancing Ball penetrometer has been discussed providing new insights into the Ball penetration process in soft clay.

Original languageEnglish
Title of host publicationFutures in Mechanics of Structures and Materials - Proceedings of the 20th Australasian Conference on the Mechanics of Structures and Materials, ACMSM20
Pages255-260
Number of pages6
Publication statusPublished - 2008
Externally publishedYes
Event20th Australasian Conference on the Mechanics of Structures and Materials, ACMSM20 - Toowoomba, QLD, Australia
Duration: 2 Dec 20085 Dec 2008

Publication series

NameFutures in Mechanics of Structures and Materials - Proceedings of the 20th Australasian Conference on the Mechanics of Structures and Materials, ACMSM20

Conference

Conference20th Australasian Conference on the Mechanics of Structures and Materials, ACMSM20
Country/TerritoryAustralia
CityToowoomba, QLD
Period2/12/085/12/08

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