Unformatted text preview: t , of the soil. C. Using the equation developed in Part A, compute the stress-strain curve for each confining pressure (you will need to use small increments of stress). D. Compare the computed and measured (i.e., actual) curves by plotting them together and offer a brief discussion....
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- Fall '10
- Triaxial shear test, Advanced Soil Mechanics, stress dependent coefficients, compacted sand material, consolidated-undrained triaxial tests, DuncanChang