On the role of particle breakage in the shear failure behavior of granular soils by DEM
By Jianfeng Wang, Haibin Yan. 2013
180 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/362a4382da53371771388b17e29901d57641a8ae
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In Civil and Structural Engineering
In Management, Monitoring, Policy and Law
Citations in the corpus
- An investigation of single sand particle fracture using X-ray micro-tomography (2015, background): “…of spherical particles cemented at their contact points (Robertson, 2000; McDowell & Harireche, 2002; Bolton et al., 2008; Hanley et al., 2011; Wang & Yan, 2012, 2013; Cil & Alshibli, 2012, 2014), whereas Lobo-Guerrero & Vallejo (2005) implemented a different particle fracture approach…”
- DEM investigation of particle anti-rotation effects on the micromechanical response of granular materials (2013, background): “rotate, the membrane boundaries are capable of maintaining better the uniform distribution of the confining pressure during the shearing process [46,47].”