lab8 - soil unit weight sand-above 15.5 sand-below 20.5...

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Unformatted text preview: soil unit weight sand-above 15.5 sand-below 20.5 clay 21 fill 17.5 initial depth 0 1 1.5 5.5 after depth 0 3 4 4.5 8.5 stress 0 15.5 25.75 109.75 stress 0 52.5 68 78.25 162.25 u 0 9.81 14.72 53.96 u 0 29.43 39.24 44.15 83.39 effective 0 5.69 11.04 55.8 9 effective 0 23.07 28.76 34.11 78.87 depth 8 7 6 5 4 3 2 1 0 0 10 20 Initial an 30 Initial and Final effective stresses Column D 9 8 7 6 depth 5 4 3 2 1 0 0 20 40 60 80 stress 100 120 140 160 180 Column D Column D Column D Column D Column D Initial and Final effective stresses Column D 9 8 7 6 5 4 3 2 1 0 0 10 20 30 40 stress lumn D 50 60 70 80 90 Column D 160 180 e vs. log (σ'vc) 1 0.9 0.8 e 0.7 0.6 0.5 1 10 100 log (σ'vc) 1000 10000 displacement strain 0 0.02 0.04 0.1 0.24 0.5 1.15 1.98 2.97 2.8 2.98 3.99 3.89 3.69 3.21 2.49 v,total 0 0 0.01 0.01 0.03 0.06 0.1 0.15 0.14 0.15 0.2 0.19 0.18 0.16 0.12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v,solid 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v,void 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.99 0.99 0.99 0.98 0.97 0.94 0.88 0.79 0.69 0.71 0.69 0.59 0.6 0.62 0.67 0.74 load 5.5 11 22 44 88 176 352 704 352 704 1408 704 352 88 5.5 ε vs. log (σ'vc) 0 0.05 0.1 ε (m) 0.15 0.2 0.25 1 10 100 log (σ'vc) 1000 10000 10000 0 2 4 6 8 10 12 1 10 10 ...
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