On the bulk compaction of brittle granular materials, part I: SeS analysis of axial compression to 4000 MPa ^*

Abstract The bulk compaction of granular materials has been studied for decades to interpret and manage responses for soils and powder‐based component fabrication, and geophysical, celestial, and ballistic impact. Their bulk or macroscopic compaction response is limited by what occurs at the granular or microstructural scale. Motivation existed to more closely examine that association specific to granular brittle materials (e.g., ceramics and glasses). That examination is offered in a series of three companion papers where Part I describes a new supplemental analysis adopted to bulk compaction response involving relatively high compaction stresses (4000 MPa). Bulk compactions of vitreous silicates and crystalline quartzes were interpreted in three ways, including that of a new analysis that considers the product of void ratio ( e ) and stress ( S ) as a function of S, hereafter referred to as “SeS analysis”. The SeS analysis was found to be an informative supplement to conventional bulk compaction analyses because it provides more consistent higher sensitivity for the identification of bulk density rate increase with increasing compaction (softening); a rate increase that arises from the cumulative effect of the onsets and progression of compaction‐induced yielding, fracture or comminution, densification, phase change, or combinations thereof occurring at the granular or microstructural scale.