Research Article
Analysis and Prediction of Compressive Properties for Steel Fiber-and-Nanosilica-Reinforced Crumb Rubber Concrete
Figure 9
Failure modes of specimens. (a) CR5SF0. (b) CR5SF0.5. (c) CR5SF1.0. (d) CR5SF1.5. (e) CR5SF1NS1. (f) CR5SF1NS2.
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