Shock and Vibration / 2019 / Article / Fig 13

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)
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(d)
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(f)

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