The curves in Figure 6 b fluctuate greatly and show no typical characteristics, while the E 50 of C5S2.5F2.5Pb0.5 shows an increasing trend in the later period in contrast to the trends of the other two samples.
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Effects of Long-Term Repeated Freeze-Thaw Cycles on the Engineering Properties of Compound Solidified/Stabilized Pb-Contaminated Soil: Deterioration Characteristics and Mechanisms.
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