The Heel to Toe analysis means that the slopes will be analyzed using the highest elevation on the Slip surfaces such as in cross section 3. Method used to determine the slip surfaces is the Bishop Method, which is designed for circular Shows the minimum surface factor of safety when the results are calculated. Various factors of safety (F.S.) which represent the stability of the soil. The RocScience Slide program, the parameters needed were the cohesion of 130 psf, the frictionĪngle of 25.1 degrees, the unsaturated unit weight is 106 pcf and the saturated unit weight is 120įigure 1: Overview of all AutoCAD generated cross-sections.įigure 6, shown above, is a visual representation of the computed result from Slide showing Cross section three was chosen since it is the best representation of all the cross sectionsįigure 5 above is the surveying data retrieved using a total station and the AutoCAD software. For this project, the third cross sectional area was chosen out of the seven cross Results in terms of factors of safety and slope circle radii and origins, as well as global stabilityįailure could occur. Safety regarding failure by sliding of an embankment or slope for the dam. Slide is a 2D limit equilibrium slope stability program that was used for evaluating the factor of RocScience Slope Stability Modeling Software RocSciences Slide is a program that was used to evaluate Odell Dam slope stability conditions. Slide Tutorial On Rocky Mountain Way Joe.
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