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This paper presents the results of an experimental study of the particle scale mechanisms that underpin creep, on-going deformations under constant external load, in dry non-cemented sand under 1D oedometric compression loading at 2500 kPa. Traditional observations on the boundary of the sample are complemented with simultaneous measurements of the 3D kinematics of both the entire grain assembly and...
A holistic methodology for incorporating advanced constitutive models in engineering design is used for the settlement prediction of the Ballina test embankment. The advanced model used considers anisotropy, structural degradation and rate dependency. The model is complemented with a systematic procedure for the consistent parameter derivation from the laboratory data. The selection and calibration...
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