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Unformatted text preview: e v 0.424(1000/2)2 _' 1'1 n d~, S ";. L (0.000833)(60 x 60 x 24) -7 I yeo'S • Superposition works for the Time Factor Table (because the 1-D equation is linear) To determine the net consolidation, weight the % consolidation calculated for each shape by the area of the initial pore water pressure for that shape. Example: under center of a footing, single drainage at layer top I y////////////./. ///////7//////. //. z . a = b Case1 c ase where Uj = % consolidation at time t A, = area of initial pressure distribution...
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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