Analytical Chem Soil HW Solutions 67

Analytical Chem Soil HW Solutions 67 - ⇒ v = 1.9275,...

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67 Figure Q5.3b: v against lnp' at critical states From these graphs, the critical state line equations are q = 0.793 × p', i.e. Μ = 0.793 and v = 3.3 - 0.25 lnp', i.e. Γ = 3.3 and λ = 0.25 The fourth sample has w = 35%
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Unformatted text preview: ⇒ v = 1.9275, giving p' cs = e {( Γ-v)/ } =e {(3.3-1.9275)/0.25} = 242.26kPa Then the undrained shear strength τ u = q cs /2 = M.p' cs /2 = 96.1 kPa...
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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.

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