Problem

The consolidation behavior of the simple clay of Problem 13.35 is shown in Fig. P13.35....

The consolidation behavior of the simple clay of Problem 13.35 is shown in Fig. P13.35. Estimate the water content of a sample of this clay at an OCR of 10, if the maximum consolidation stress is 500 kPa instead of 800 kPa. (After C. W. Lovell.)

Reference: Fig. P13.35

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