Properties of Concrete with Tire Derived Aggregate Partially Replacing Coarse Aggregates

Figure 8

((a) and (b)) Failure pattern for Control-0% TDA. Single fracture line cutting through the specimen is noted. (c) 7.5% TDA-1^″ during splitting tensile test showing multiple fracture lines. (d) Distribution of TDA in the 7.5% TDA-1^″ concrete.

(a)

(b)

(c)

(d)