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International Journal of Concrete Structures and Materials
Fig. 13 | International Journal of Concrete Structures and Materials

Fig. 13

From: Experimental Analysis and Evaluation of the Compressive Strength of Rubberized Concrete During Freeze–Thaw Cycles

Fig. 13

The comparison of the predicted curves and test values of all the concrete: (a, b) rubberized concrete with untreated rubber particles in size of 1-2 mm and 2-4 mm, respectively, (c, d) rubberized concrete with rubber particles in size of 1-2 mm and 2-4 mm pretreated by sodium hydroxide solution with mass concentrations of 5.0%, and (e, f) rubberized concrete with rubber particles in size of 1-2 mm and 2-4 mm pretreated by sodium hydroxide solution with mass concentrations of 10.0%

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