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) rill:10 2.1Introduction:10 2.2Sample data:11 2.3 cartridge holder concretion data:11 2.4Sample counting 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 bailiwick looks at the prune box test conducted in Napier University Geotech research laboratory that took place on February the 15th 2008. The purpose of the test is to look into the shear authority parameters of a Leighton Buzzard Sand 1.2 Results and Graphs. 1.2.1The tests results. Test zero(prenominal) 1 nonemal Vertical stress=49 kn/m2 battleground displacement Strain (%)Shearing Force 0.000.000 0.030.05-1 0.140.230 0.250.421 0.360.601 0.480.801 0.5 80.9732 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 naiant 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: BestEssayCheap.com

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