Cone tip resistance is the most widely measured quantity in the cone penetration test. A brief
review is made of presently available theories for the analysis of cone resistance. The …

This article presents an overview of the application of analytical methods in the theories of
elasticity, poroelasticity, flow, and transport in porous media and plasticity to the solution of …

This paper presents an exact semi-analytical analysis for cylindrical cavity expansion in
modified Cam Clay critical state soil under the undrained condition. By assuming small …

This paper presents an analysis of the undrained expansion of a cavity in modified Cam
clay. The problem is formulated in small strain in the elastic zone and large strain in the …

In this paper, some practical aspects of the finite element implementation of critical state
models are discussed. Improved automatic algorithms for stress integration and load and …

The pressuremeter is a versatile piece of ground investigation equipment that can be used
to test any type of soil or rock in situ. It quantifies in-situ stress, stiffness, strength and …

This work presents a novel, exact solution for the drained expansion of a cylindrical cavity in
modified Cam Clay soil. Following the rigorous definitions for the mean and deviator …

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 presents an anisotropically elasto-plastic solution to the undrained expansion of
a cylindrical cavity in K 0-consolidated clay. The elasto-plastic constitutive relationship …

This paper describes the results of numerical simulations investigating the installation effects
of stone columns in a natural soft clay. The geometry of the problem is simplified to axial …