Research Article
Life Prediction of Iron Ore Tailings Concrete under Freeze-Thaw Cycle Based on Weibull Distribution
Figure 6
Pore size distribution of C30 iron tailings concrete after different freezing-thawing cycles. (a) 0 freeze-thaw cycles, (b) 40 freeze-thaw cycles, (c) 80 freeze-thaw cycles, and (d) 120 freeze-thaw cycles.
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| (b) |
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