Research Article
SHPB Test and Microstructure Analysis on Ready-Mixed Concrete in Uniaxial Load and Passive Confining Pressure States
Figure 13
Failure mode of ready-mixed concrete in uniaxial load state. (a) WC0-SP0. (b) WC2.0-SP3. (c) WC2.0-SP7. (d) WC2.0-SP15. (e) WC2.0-SP20. (f) WC2.0-SP30.
(a) |
(b) |
(c) |
(d) |
(e) |
(f) |