Analytical Chem Soil HW Solutions 25

Analytical Chem Soil HW Solutions 25 - /2 % V 0.167 % 0.083...

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25 0.083 0.167 Ψ max = 14 ° Δγ /2 % Δε % V H Figure Q2.7b: Mohr circle of strain increment leading up to peak From Figure Q2.7b, the angle of dilation at peak is given by ψ max = Δ y/ x = 2.5/10 max = 14 ° We might expect φ ' crit ~ ' peak – 0.8 × max (main text Equation 2.14),
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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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