Authors: N.V. Krupina
Title of the article: Validation of crushed rock parameters used for industrial haul roads filling
Year: 2010, Issue: 1, Pages: 150-152
Branch of knowledge: Motorroads
Index UDK: 622.012.3
DOI: -
Abstract: We have established relation between the changes in bulk weight, static elasticity modulus, ultimate shearing rock resistance and the size of rock particles. The results let us establish the rational range of their grain texture.
Key words: crushed rock bulk weight elasticity modulus ultimate shearing rock resistance
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