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Effects of Continuous and Pulsating Water Jet on CNT/Concrete Composite

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Figure

Table 2.  Composition of reference and CNT/concrete
Fig. 2.  XRPD patterns of reference concrete and CNT/concrete composite. (Q is Quartz, D  Dicalcium silicate, and T  Tricalcium silicate)
Fig. 3.  Schematic drawing of the experimental setup
Fig. 4.  Influence of traversing velocity vTR on the material removal rate ΔV in CNT/concrete composite and reference concrete exposed to CWJ and PWJ generated at 20 MPa
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