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Unformatted text preview: U y = LYi~ Y m orYslll as appropriate (= cr.) > ~ster Pressur~: u = Yv7-w hydrostatic (no flow) (u o initial condition) or u = yvJlp general, h p = pressure head (flow net) VertJcatE~ve Stres~ u' y = u y-U granUlar contact stress . ~-!-~ve Stress: u'h = Kcr'y K =coefficient of lateral stress /...
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This note was uploaded on 02/10/2012 for the course CEG 4012 taught by Professor Staff during the Fall '08 term at University of Florida.
- Fall '08