Feasibility of Stabilized Zn and Pb Contaminated Soils as Roadway Subgrade Materials

<div>Variations in the water stability coefficient (<i>K</i><sub><i>r</i></sub>) with the initial soil contamination conditions for the stabilized soils cured for 6 and 27 d: (a) 4% binder and (b) 6% binder.</div>

Advances in Materials Science and Engineering

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Figure 5

Figure 5: Feasibility of Stabilized Zn and Pb Contaminated Soils as Roadway Subgrade Materials 