Micro mechanics of drained and undrained shearing of compacted and overconsolidated crushable sand
A numerical crushable soil sample has been created using the previously published McDowell and de Bono (2013) model and subjected to a range of stress paths. Compacted sand simulations are performed using conventional triaxial stress paths, constant mean stress and constant volume conditions and a c...
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| Format: | Article |
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Thomas Telford ICE Publishing
2018
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| Online Access: | https://eprints.nottingham.ac.uk/46897/ |