The strength and deformation behaviors of granular soil depend on the material state, ie,
density and pressure. To interpret such state-dependent behavior, different state indices …

Although cylindrical cavity expansion under plane stress condition is commonly
encountered in geotechnical problems, most currently available solutions have been …

Cavity expansion theory has been well developed in the past few decades, but little
progress has been made to cavity expansion theory regarding biaxial in situ stresses. Owing …

This paper proposes a rigorous undrained solution for cylindrical cavity expansion problems
in K 0-consolidated clays, adopting a simple non-associated and anisotropic model …

This paper presents an undrained semi-analytical elastoplastic solution for cylindrical cavity
expansion in anisotropic soil under the biaxial stress conditions. The advanced simplified …

This paper presents a semi-analytical solution for the drained cylindrical cavity expansion
problem using the well-known anisotropic modified Cam clay model proposed by Dafalias in …

This paper develops a generic stress transform matrix to incorporate the well-known
Spatially Mobilized Plane (SMP) criterion into the widely used framework of cavity expansion …

A cavity expansion–based solution is proposed in this paper for the interpretation of CPTu
data under a partially drained condition. Variations of the normalized cone tip resistance …

This paper proposes a semi-analytical solution of undrained cylindrical cavity expansion in
anisotropic soils with both isotropic and frictional destructuration. The rigorous derivation …

This paper revisits the expansion problem of a spherical cavity in an elastic–plastic soil
mass with a finite radial extent under drained conditions, which proves to be non-self-similar …