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These characteristics of fresh concrete increase the cost of production, particularly for lower projected strengths.
The UPV and the compressive strength of concrete increase with age, but the rate of increase varies with alkali activator.
Experimental investigation on dynamic tensile and compressive tests by Xiao et al. (2008) indicate that the tensile and compressive strengths of concrete increase with the loading rate.
When cement is replaced by 0.3%and0.5%5% nanoclay, and the compressive strength and thermal conductivity coefficients of concrete increase.
The peak load, deflection and toughness of concrete increase with increasing fiber volume fraction and aspect ratio.
Steel fibers, added to high strength concrete, increase its ultimate deformations due to the additional energy dissipation potential contributed by fibers.
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Obviously, the ultimate shear strength of concrete increases with the compressive strength of concrete increasing.
The strength of EPS concrete increased with increasing concrete density and decreasing EPS volume fractions (Chen and Fang 2011).
As GWG amount increased up to 10%%, unit weight of concrete increased accordingly.
The 28th day compressive strength of concrete increases with FS addition up to 10% and reduces.
In the earlier stage, the elastic modulus and strength of concrete increases rapidly.
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