Strength and Deformation Properties of Fiber and Cement Reinforced Heavy Metal-Contaminated Synthetic Soils

Figure 2

UCS of unreinforced samples during freeze-thaw cycles. (a) Various percentages of water content based on 7.5% cement + 0.1% Pb(II). (b) Various percentages of cement content based on 12% water + 1% Pb(II).

(a)

(b)