Research Article

Mechanical Properties of Steel Fibers and Nanosilica Modified Crumb Rubber Concrete

Table 4

Results of the specimens’ compressive and splitting tensile strengths tests at 28 d (unit: MPa).

GroupC-28 dCAvg-28T-28 dTAvg-28

C35CR5
 1SF040.037.738.338.72.82.93.02.9
 1SF0.544.042.941.642.83.33.63.13.3
 1SF146.844.542.444.64.94.75.24.9
 1SF1.538.938.842.340.04.64.04.64.4
 1SF1NS147.147.946.347.15.34.85.25.1
 1SF1NS249.046.646.447.35.24.95.55.2

C45CR5
 2SF050.151.150.851.33.43.33.43.3
 2SF0.554.751.951.852.83.73.43.83.6
 2SF153.354.852.553.54.24.94.34.4
 2SF1.557.654.650.754.34.84.95.45.0
 2SF1NS154.155.155.054.94.85.35.35.1
 2SF1NS256.158.453.756.14.95.24.64.9

C45CR10
 3SF050.049.852.750.83.62.93.03.2
 3SF0.553.649.250.951.24.34.23.33.9
 3SF155.053.551.753.44.53.64.04.0
 3SF1.550.048.851.150.04.04.93.74.0
 3SF1NS152.751.549.751.33.93.83.93.9
 3SF1NS251.552.153.652.43.73.93.53.7