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Unformatted text preview: (a) (b) Figure Q5.8: (a) v against lnp'; (b) q against p and p' The undrained shear strength τ u (= q c /2) is unaffected by the total stress path followed, as it depends only on the specific volume of the soil as sheared....
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This note was uploaded on 12/28/2011 for the course CHM 4302 taught by Professor Stuartchalk during the Fall '11 term at UNF.
- Fall '11
- Analytical Chemistry