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- W202475456 abstract "A number of consolidated drained triaxial compression and plane strain tests were performed on crushed basalt to study the influence of particle size and strain conditions on the strength and compressibility of the material. Results of the tests showed that the increase in particle size increases the strength and decreases the axial strain at failure and crushing of particles. The study also showed that crushed basalt, sheared under plane strain conditions, indicated higher strength than that tested under triaxial compression. The number of the covering abstract of the congress is TRIS no. 385148. (Author/TRRL)" @default.
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- W202475456 title "Effect of particle size and strain on the strength of crushed rock" @default.
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