“…However, these limits still represent the upper and lower bounds of the mechanical properties of an aggregate. To overcome these limitations, alternatives methods in the field of micro‐mechanics (Mura, 1987; Nemat‐Nasser & Hori, 2013; J. Qu & Cherkaoui, 2006) based on Eshelby's work Eshelby (1957, 1959) have been developed and applied to geology in recent years (e.g., Dabrowski et al., 2012; Jiang, 2014; Jiang & Bhandari, 2018; Yang et al., 2019). These methods however work under the assumption of ellipsoidal inclusions.…”