Properties of Concrete with Tire Derived Aggregate Partially Replacing Coarse Aggregates

Figure 9

(a) Failure pattern for 7.5% TDA-1^″ concrete beam. The beam did not fail into 2 halves and fracture line was not parallel to loading direction. (b) Failure pattern for Control-0% TDA concrete beam. The beam failed into 2 halves and fracture line was parallel to loading direction.

(a)

(b)