Transcription of Undrained Shear Strength of Saturated Clay
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Undrained Shear Strength of Saturated Clay
Transportation Research Record 919 Figure 5. Typical failure criteria plot from direct Shear box test results. 0 <( <( g~ ~ <( w ..J I <( "'j::: "' -<( z w-n. VERTICAL LOAD INITIAL AREA CONCLUDING REMARKS Although the discussion has been restricted to the direct Shear and triaxial compression test, the reader should understand that other methods of test may be used with equal satisfaction. ACKNOWLEDGMENT I am grateful for the assistance qiven to me by many members of the TRB Committee on Soil and Rock Prop-erties. Special recognition is owed to Ladd, Figure 6. Typical failure criteria from triaxial test results.)))))
The box shear test has several crther disadvan tages. The rigid boundaries of the apparatus cause extremely nonuniform strains and a progressive fail ure along the horizontal plane. The state of stress within the sample is indeterminate. The …
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