Comparative Investigations on Ultra-High Performance Concrete with and without Coarse Aggregates

By J. Ma, M. Orgass. 2004

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Effects of nano- and micro-limestone addition on early-age properties of ultra-high-performance concrete (2013, background): “The selected composition of the control mixture, which is a well-known class of UHPC without coarse aggregate [18, 19], and the characteristics of the tested mixtures are shown in Tables 2 and 3, respectively.”
An overview of microstructural and material properties of ultra-high-performance concrete (2019, background): “[86], there will not much effect on the compressive strength but higher modulus of elasticity, less strain capacity, and lower flexural strength will be obtained on incorporation of coarse aggregates.”
Ultra-High Performance Concrete: A State-of-the-Art Report for the Bridge Community (2013, background): “equation for UHPC modulus of elasticity (104)”
Material Property Characterization of Ultra-High Performance Concrete (2006, methodology): “developed an equation based on experimental results from another UHPC containing no coarse aggregates.((69)) The relationship is shown in figure 144.”