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custom essays on pore (1 essays)

Soil Mechanics

779 words/3 pages

/ At [2 .3 x 0 .1963 x 20 x log (150 /110 .5 )] / [78 .539 x 2248] 3 .3941e-7 critical hydraulic gradient , i [Gs - 1] / [1 e] [2 .65 - 1] / [1 0 .738] 0 .949 Vertical uniformly distributed load [0 x 20] 80 80 kPa Pore pressure (0 0 kPa soil is above the water table Vertical effective stress (0 Vertical pressure (0 80 - 0 80 kPa Vertical ground x saturated unit weight] 80 [1 x 20] 100 kPa...


soil ~ density ~ vertical ~ mechanics ~ vertical ~ density ~ particle size distribution curve ~ applied vertical displacement ~ pore ~ average plastic limit

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density soil vertical mechanics bulk density particle size distribution curve applied vertical displacement average plastic limit

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