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This study investigates the mechanical properties and structural behavior of sandy soil reinforced with varying percentages of recycled concrete aggregate (RCA) to enhance road base layers. Laboratory experiments demonstrate that increasing RCA content improves the ultimate bearing capacity and modulus of elasticity of the mixtures, with optimal reinforcement layer thickness suggested to be no more than twice the footing model width. Proposed formulas for calculating bearing capacity and elasticity modulus

Author

Ronald james

Language

EN