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- W2247486551 abstract "Seven undrained compression tests were carried out on virtual samples of a soil-like assembly of particles, starting from a common mean stress p' = 100 kPa at different void ratios and overconsolidation ratios of 1 to 4, using DEM simulations. In some tests, softening associated with instability is observed, which is consistent with observations from tests on real soils. Parameters associated with the behaviour of the material at the microscopic scale, such as the number of (total, sliding and rolling) contacts, are correlated to macroscopic quantities, such as stresses and strains. The average number of rolling contacts per grain prior to undrained shearing appears to be a key parameter for predicting the onset of liquefaction under subsequent shearing." @default.
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- W2247486551 date "2011-01-01" @default.
- W2247486551 modified "2023-09-23" @default.
- W2247486551 title "Predicting the onset of instability of granular materials under undrained shearing using DEM simulations" @default.
- W2247486551 hasPublicationYear "2011" @default.
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