Discrete element modelling of one-dimensional compression of cemented sand
It has recently been shown that the one-dimensional normal compression of sand can be modelled effectively in three-dimensions using the discrete element method, and that the slope of the compression curve (in log voids ratio–log stress space) is controlled by the size effect on average particle str...
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| Format: | Article |
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Springer Verlag
2014
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| Online Access: | https://eprints.nottingham.ac.uk/33343/ |