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Unformatted text preview: + PC2 =-'-log-+ + Clog 0, v 1 + eo a 1 + eo (J c (LOC) As for NC clays, we use a layer concept, computing the stress change at the center of sub-layers, then calculating and summing the average consolidation for each sub-layer. Use the settlement equation (NC, HOC or LOC) appropriate for the stress change in each sub-layer: " Pc = LPc; ;,,1...
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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