Research Article
Experimental Investigation of Cement/Soda Residue for Solidification/Stabilization of Cr-Contaminated Soils
Figure 5
Evolutions of leached Cr3+ concentration with curing time of stabilized Cr-contaminated soils: (a) Cr0.1, (b) Cr0.5, and (c) Cr1.0.
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| (b) |
| (c) |