sustainable energy sources

Contents SectionPage 1. soak box test:3 1.1Introduction:3 1.2Results and Graphs.4 1.3 public Comments.9 2.Consolidation (Oedometer) turn out:10 2.1Introduction:10 2.2Sample data:11 2.3 cartridge holder concretion data:11 2.4Sample figuring for load increments (50KPa and 100KPa):11 3.Triaxial compression Test:14 3.1Introduction:14 List of Figures Figure ‎2.1 -7 Figure ‎2.2 -8 1.Shear box test: 1.1Introduction: This cut across looks at the prune box test conducted in Napier University Geotech lab that took place on February the 15th 2008. The purpose of the test is to study the shear authority parameters of a Leighton Buzzard Sand 1.2 Results and Graphs. 1.2.1The tests results. Test zero(prenominal) 1 no.mal Vertical stress=49 kn/m2 nude displacement 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 Table ‎1.1 - Test No. 2 Normal Vertical stress=98 kn/m2 horizontal displacement 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 want to survive a full essay, order it on our website: OrderEssay.net

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