- Example 5 4 The Results Shown In Table 5 4 Were Obtained At Failure In A Series Of Triaxial Tests On Specimens Of A Sat 1 (45.44 KiB) Viewed 20 times
Example 5-4. The results shown in Table 5.4 were obtained at failure in a series of triaxial tests on specimens of a sat
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Example 5-4. The results shown in Table 5.4 were obtained at failure in a series of triaxial tests on specimens of a sat
Example 5-4. The results shown in Table 5.4 were obtained at failure in a series of triaxial tests on specimens of a saturated clay initially 38 mm in diameter by 76 mm long. Determine the values of the shear strength parameters with respect to (a) total stress and (b) effective stress. Table 5.4 Example 5.4 Type of test Confining Axial load Axial deformation Volume change pressure (kPa) (N) (mm) (ml) (a) Undrained (UU) 200 222 9.83 400 215 10.06 600 226 10.28 (b) Drained (D) 200 403 10.81 6.6 400 848 12.26 8.2 600 1265 14.17 9.5
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