D
D. Muir Wood
Researcher at University of Dundee
Publications - 45
Citations - 1613
D. Muir Wood is an academic researcher from University of Dundee. The author has contributed to research in topics: Granular material & Strain hardening exponent. The author has an hindex of 19, co-authored 45 publications receiving 1391 citations. Previous affiliations of D. Muir Wood include University of Bristol.
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Journal ArticleDOI
Fibre reinforced sands: Experiments and modelling
TL;DR: In this article, a model for coupling the effects of fibres with the stress-strain behavior of unreinforced soil is proposed for coupling a fiber stiffness matrix with the tensile strain.
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A kinematic hardening constitutive model for sands: the multiaxial formulation
Alessandro Gajo,D. Muir Wood +1 more
TL;DR: In this article, a simple model based on bounding surface and kinematic hardening plasticity was proposed to represent the general multiaxial stress-strain behavior of granular materials over the full range of void ratios and stress level.
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Observed Dynamic Soil-Structure Interaction in scale testing of Offshore Wind Turbine Foundations
Subhamoy Bhattacharya,Nikolaos Nikitas,J. Garnsey,Nicholas A Alexander,James A. Cox,Domenico Lombardi,D. Muir Wood,D.F.T. Nash +7 more
TL;DR: In this paper, a series of small scaled tests (1:100, 1:150 and 1:200) of a complete National Renewable Energy Laboratory (NREL) wind turbine model on three types of foundations: monopiles, symmetric tetrapod and asymmetric tripods were applied.
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Effects of dilatancy and particle size observed in model tests on sand
Kevin J. L. Stone,D. Muir Wood +1 more
TL;DR: In this paper, the authors used model tests at one gravity and on a centrifuge at 100 gravities on granular soils of different particle sizes to study the formation of discontinuities over a moving fault and in front of a rotating wall or blade.
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Static liquefaction of fibre reinforced sand under monotonic loading
TL;DR: In this paper, it is shown that reinforcement inclusions reduce the potential for the occurrence of liquefaction in both compression and extension triaxial loadings and convert a strain softening response (typical for a loose unreinforced sand) into a strain hardening response.