Figure 4.
Typical stress–strain curves for the natural soil (F0S0T0) and various stabilized samples: (a) FxSyTz where x = {0}, y = {3, 9}, and z = {7, 28}; and (b) FxSyTz where x = {0, 0.5, 1.0, 1.5}, y = {6}, and z = {7}.
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