The paper presents a comprehensive set of simulations of the cone penetration test with
pore pressure measurements (CPTu test) in brittle, potentially liquefiable, soils using …

This paper presents a model for the numerical simulation of cone penetration in structured
soil under undrained conditions based on the Particle Finite Element Method. An extended …

This paper presents numerical simulations of Cone Penetration Test (CPT) in water-
saturated soft soils taking into account pore pressure dissipation during installation. Besides …

A detailed examination of cone penetration testing in sands, clays, and intermediate soils
(silty-sands, silts, clayey-sands, etc.) is presented. Effects of drainage condition on cone …

The paper considers two techniques to model the Cone Penetration Test (CPT) end
resistance, qc in a dense sand deposit using commercial finite element programmes. In the …

Soil layering modifies cone penetration measurements when the cone is close to layer
boundaries. Transition zone and thin-layer effects appear, complicating interpretation. To …

This paper presents a piezocone penetration test (CPTu) method for evaluating soil
liquefaction potential covering a wider range of soil types than previous approaches and …

Soil liquefaction is a major concern for structures constructed with or on sandy soils. This
paper describes the phenomena of soil liquefaction, provides suitable definitions, and …

Abstract The Cone Penetration Test (CPT) is widely used for determining in-situ properties of
soil because of its continuous data measurement and repeatability at relatively low cost. The …

This paper presents a numerical technique for the analysis of the cone penetration test by
means of the commercial finite element code ABAQUS. The von Mises yield criterion with its …