1997 Newcastle Meetings

Discrete Element Modelling in Soil Mechanics

An alternative to the Finite Element Method, the Discrete Element Method is particularly suitable for modelling granular materials and for studying the relationship between `micro’ and `macro’ behaviour. Discrete Elements allow contacts between elements to be created or broken and can therefore be used to gain insight into the processes of nucleation and growth of …more

Stress-Deformation Behaviour of an Embankment on Boston Blue Clay

An 11m high embankment was thoroughly instrumented with piezometers, settlement rods and inclinometers to measure the behaviour of the underlying 40m thick deposit of Boston Blue Clay during staged loading and four years of subsequent consolidation. estimates of the engineering properties of the clay were made based on in-situ testing and laboratory test programs. Finite …more