Cavity expansion in cohesive-frictional soils with limited dilation

The problem of cavity expansion from zero radius has no characteristic length and therefore possesses a similarity solution, in which the cavity pressure remains constant and the continuing deformation is geometrically self-similar. In this case, the incremental velocity approach first used by R. Hill in 1950 to analyse cavity expansion in Tresca materials can be extended to derive a solution for the limiting pressure of cavity expansion in other types of material. In this paper, a rigorous semi-analytical solution is derived, following Hill's incremental velocity method, for the expansion of cavities from zero initial radius in cohesive-frictional soils with limited dilation. In particular, the radius of the elastic-plastic interface c is used in this paper as the timescale and the solution for the limit pressure has been presented. Solutions are evaluated for a number of cases representative of a range of cohesive-frictional and dilatant soils. A comparison is also made between the solutions presented here and previous solutions for cohesive-frictional soils that have unlimited (on-going) plastic dilation. In particular, the influence of limited plastic dilation on the cavity limit pressure is identified and discussed.

Automated summary

This paper presents a rigorous semi-analytical solution for the expansion of cavities from zero initial radius in cohesive-frictional soils with limited dilation, using the incremental velocity method introduced by R. Hill. The solution, based on the timescale of the elastic-plastic interface, provides insights into the limit pressure of cavity expansion in different types of material. A comparison is made between this solution and previous ones for cohesive-frictional soils with unlimited plastic dilation, highlighting the influence of limited plastic dilation on the cavity limit pressure.