Effect of Particle Size and Constraint Conditions on Single Particle Strength of Carbonate Sand

Abstract

Carbonate sand is often encountered and utilized as construction material in offshore engineering projects. Carbonate sand particles, which are porous and angular, are found to be highly crushable under high stress conditions, whereas the mechanisms and controlling factors for the crushing of carbonate sand particles are not well developed. The crushability and particle strength of around 400 particles from three fractions (5–10 mm, 2–5 mm, and 1–2 mm) of carbonate sand from the South China Sea were investigated via grain-scale single particle crushing tests. Special emphasis was placed on the effect of external constraint conditions (i.e., coordination number) and intrinsic particle morphology characteristics on the particle strength of carbonate soil. The particle strength of carbonate sand was found to be around half of quartz sand in terms of characteristic stress. Negative correlations, which could be depicted by an exponential equation, were found between the particle size and particle strength. Due to elongated particle shape and tensile stress concentration, a higher coordination number may lower the particle strength, which contradicts what was reported for quartz sands. A series of seven fundamental particle dimensions and five particle shape descriptors was characterized, and the aspect ratio was found to be one of the more influential shape descriptors for particle strength. The results enriched the database for the analysis of highly irregular geomaterial and provided insights into controlling factors of particle strength and crushing mechanisms of the carbonate sand.

The Physical and Mechanical Properties of Single Pumice Sand Particle

“…To fully understand the behavior of pumice particles, it is crucial to consider both the general properties of pumice and the failures resulting from the presence of the pumice layer. A group of researchers performed individual particle strength tests to characterize the behavior of the particles in a material [8][9][10][11][12][13]. The primary objective of the single-particle test is to assess the capacity of individual particles to endure compression or fracture when subjected to a specific force and to ascertain the mechanical strength of the particles being examined [14,15].…”