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The document discusses the flakiness and elongation index of aggregates, defining flakiness index as the percentage of particles thinner than 0.6 times the mean size, and elongation index as the percentage of particles longer than 1.8 times the mean size. It highlights the importance of these indices in concrete workability, mechanical properties, and pavement stability, with a maximum allowable flakiness index of 30-35% recommended by BIS. The document also references IS 2386 (Part I) – 1963 as the governi

Author

saptarshighosh2306

Language

EN