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Effect of specimen preparation method on the stress strain behavior of sand in plane strain compression tests

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Figure

FIG. 1—Repeatability of drained tests under plane-strain condition: (a) stress-strain curves; (b) volumetric strain curves.
FIG. 2—The �2 versus �1 curves obtained for a very loose specimen preparedby the moist tamping method.
FIG. 5—Comparison of K0 consolidation tests conducted on WS and MT specimens.
FIG. 6—Comparison of drained tests conducted on WS and MT specimens.
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