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. 2017 Sep 25;421(1):19–30. doi: 10.1007/s11104-017-3424-5

Fig. 2.

Fig. 2

Interpretation of confined compression tests showing loading for the soil from (X) to (Y), followed by unloading from (Y) to (Z). Data are plotted as void ratio as a function of log10 stress, with compression index (CC) calculated as the slope of the virgin compression curve