Mesoscopic Fracture Model of Coarse Aggregate Interlocking Concrete

Figure 3

Failure mode of the coarse aggregate interlocking concrete subjected to different increasing amounts of coarse aggregates under compressive load. (a) PT-0. (b) PT-5. (c) PT-10. (d) PI5. (e) PT-20. (f) PT-25.

(a)

(b)

(c)

(d)

(e)

(f)