Numerical simulation of a direct shear test on a rock joint using a bonded-particle model

By Jung-Wook Park, Jae-Joon Song. 2009

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Experimental Investigation on the Fatigue Mechanical Properties of Intermittently Jointed Rock Models Under Cyclic Uniaxial Compression with Different Loading Parameters (2017, neutral): “2006; Park and Song 2009; Bahaaddinia et al.”
Parametric Study of Smooth Joint Parameters on the Shear Behaviour of Rock Joints (2015, background): “A number of studies have used this approach to study the shear behaviour of rock joints (Asadi et al. 2012, 2013; Cundall 2000; Jing and Stephansson 2007; Kusumi et al. 2005; Park and Song 2009, 2013; Rasouli and Harrison 2010).”
Loading rate effects on cracking behavior of flaw-contained specimens under uniaxial compression (2013, methodology): “The model has been widely used for the rock failure analysis (Asadi and Rasouli 2011; Cho et al. 2007; Fakhimi 2004; Fakhimi and Gharahbagh 2011; Fakhimi and Villegas 2007; Hazzard et al. 2000; Park and Song 2009; Potyondy 2007; Potyondy and Cundall 2004; Xia and Zhou 2010; Zhao et al. 2007) for the”
Experimental Investigation of the Influence of Joint Geometric Configurations on the Mechanical Properties of Intermittent Jointed Rock Models Under Cyclic Uniaxial Compression (2017, neutral): “…properties by uniaxial compression tests (Singh et al. 2002; Chen et al. 2012; Wasantha et al. 2012), biaxial or triaxial compression tests (Tiwari and Rao 2006; Prudencio and Van Sint 2007; Sagong et al. 2011) and direct shear tests (Zhang et al. 2006; Park and Song 2009; Khabat et al. 2014).”