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14 The instability of granular materials due to water infiltration under fully drained conditions has been 15 previously considered in experimental studies. While laboratory experiments can provide macro-scale 16 insight into drained instability, the micro-mechanics under such conditions are yet to be explored. 17 This study has employed the Discrete Element Method (DEM) to simulate constant shear drained 18 (CSD) tests for an ideal soil. CSD tests were initiated from a range of packingdoi:10.1680/jgeot.15.p.206 fatcat:7bhupxse3valfhxrc625cwruma