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Shear wave velocity measurement of Kaolin during undrained unconsolidated triaxial compression

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Figure

Figure 1. Bender element test setup from Chan, 2006.
Figure 3. Bender element probes mounted into the triaxial test apparatus.
Table 1. Material properties of Speswhite Kaolin Clay.
Figure 6 shows a typical data set that was recorded for
+3

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