A rapid expansion of the anchor market is required to meet the increasing demand for
floating offshore wind. This paper, which is aimed at a broad readership within and beyond …

This practical guide provides the best introduction to large deformation material point
method (MPM) simulations for geotechnical engineering. It provides the basic theory …

This paper discusses the development of a framework for classifying soil using normalized
piezocone test (CPTU) data from the corrected tip resistance (qt) and penetration pore-water …

This paper describes an MPM formulation using linear quadrilateral elements suitable for
soil-structure-interaction problems. The volumetric locking and stress-oscillations are …

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

This paper describes the results from a centrifuge investigation into the rate dependence of
T-bar and ball penetrometer resistance in kaolin. Four T-bar diameters and two ball …

Estimation of soil behavior type from cone penetration testing, and the interpretation of
dissipation tests, is complicated in intermediate soil types, such as silty sands, sandy silts …

This paper presents a study on the effects of shearing velocity, surface roughness and
overconsolidation ratio on the strength and deformation behaviour of fine-grained soil …

Laboratory-controlled cone penetration test results for two silty tailings in a variety of
saturated and unsaturated states, obtained using two calibration chambers, are presented …

The basic configuration of the cone penetrometer test (CPT) has remained constant for half a
century since the electric piezocone became widespread in the 1970s and the dimensions …