Figure F4. Schematic cross-section of the consolidation cell used for constant rate of strain tests on Site C0011 and C0012 samples. The (A) sample is consolidated between (B) upper and (C) lower pistons. The (D) cell wall prevents the sample from lateral extension. Pore water pressure is measured by a (E) pressure transducer attached to the lower piston. During the experiment, the sample is allowed to drain through the (F) upper pore water outlet.
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