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5.0 The figures below show the analysis results for plots 1,15 and 28 for the surcharge loading of 50 kN/m2. As mentioned above, we have carried out a parametric analysis to also check the impact of increasing the surcharge load at top of the slope. As shown in the table below, even after increasing the surcharge to 200 kN/m2, the factor achieved will still exceed the factor of safety of 1.4 as per BS 6031. Sections Loading (kN/m 2 ) Factor of Safety Measured GWL Factor of Safety r u = 0.5 25 2.441 1.620 1-1 50 2.287 1.542 100 2.029 1.473 150 1.835 1.405 25 2.822 2.818 15-15 50 2.822 1.804 100 2.423 1.636 150 2.003 1.515 25 3.388 3.388 18-18 50 3.388 2.334 100 3.388 2.334

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stabilty

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5.0The figures below show the analysis results for plots 1,15 and 28 for the surcharge loading of 50 kN/m2. As mentioned above, we have carried out a parametric analysis to also check the impact of increasing the surcharge load at top of the slope. As shown in the table below, even after increasing the surcharge to 200 kN/m2, the factor achieved will still exceed the factor of safety of 1.4 as per BS 6031. SectionsLoading (kN/m2)Factor of SafetyMeasured GWLFactor of Safetyru= 0.5

252.4411.620

1-1502.2871.542

1002.0291.473

1501.8351.405

252.8222.818

15-15502.8221.804

1002.4231.636

1502.0031.515

253.3883.388

18-18503.3882.334

1003.3882.334


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