sustainable energy sources

Contents SectionPage 1. soak recession quiz:3 1.1Introduction:3 1.2Results and Graphs.4 1.3 public Comments.9 2.Consolidation (Oedometer) Test:10 2.1Introduction:10 2.2Sample information:11 2.3 cartridge holder alinement data:11 2.4Sample calculation for shipment increments (50KPa and 100KPa):11 3.Triaxial compression Test:14 3.1Introduction:14 total of Figures Figure ‎2.1 -7 Figure ‎2.2 -8 1.Shear box sieve: 1.1Introduction: This report looks at the prune box test conducted in Napier University Geotech Lab that took seat on February the 15th 2008. The theatrical role of the test is to determine the clip authority parameters of a Leighton buzzard Sand 1.2 Results and Graphs. 1.2.1The tests results. Test zero(prenominal) 1 Normal Vertical adjudicate=49 kn/m2 plain shift Strain (%)Shearing Force 0.000.000 0.030.05-1 0.140.230 0.250.421 0.360.601 0.480.801 0.580.9732 0.681.1365 0.781.3088 0.891.48109 1.001.67107 1.111.85131 1.212.02147 1.322.20159 1.432.38170 1.542.57180 1.652.75188 1.752.92195 1.863.10201 1.963.27206 2.083.47208 2.183.63213 2.293.82218 2.54.17224 2.74.50226 2.

924.87229 3.125.20232 3.335.55231 3.545.90235 3.75 6.25 235 postpone ‎1.1 - Test No. 2 Normal Vertical nisus=98 kn/m2 Horizontal supplanting Strain (%)Shearing Force 0.000.001 0.040.07-5 0.150.254 0.250.4246 0.350.58101 0.450.75153 0.550.92228 0.661.10284 0.761.27327 0.861.43356 0.961.60379 1.071.78398 1.171.95412 1.282.13425 1.392.32433 1.52.50440 1.62.67445 1.72.83450 1.813.02454 1.913.18458 2.023.37462 2.123.53463 2.223.70466 2.434.05468 2.644.40470...If you pauperism to survive a abundant essay, order it on our website: Ordercustompaper.com

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