Rocscience Slide Software
RocScience Slope Stability Modeling Software RocSciences Slide is a program that was used to evaluate Odell Dam slope stability conditions. Slide is a 2D limit equilibrium slope stability program that was used for evaluating the factor of safety regarding failure by sliding of an embankment or slope for the dam.
The program computes results in terms of factors of safety and slope circle radii and origins, as well as global stability failure could occur. Dairy milk silk price list. For this project, the third cross sectional area was chosen out of the seven cross sections. Cross section three was chosen since it is the best representation of all the cross sections because of its characteristics. Figure 5 above is the surveying data retrieved using a total station and the AutoCAD software. For the RocScience Slide program, the parameters needed were the cohesion of 130 psf, the friction angle of 25.1 degrees, the unsaturated unit weight is 106 pcf and the saturated unit weight is 120 pcf.
Rocscience Slide Crack
Figure 1: Overview of all AutoCAD generated cross-sections. Figure 6, shown above, is a visual representation of the computed result from Slide showing various factors of safety (F.S.) which represent the stability of the soil. The square box above shows the minimum surface factor of safety when the results are calculated. The computation method used to determine the slip surfaces is the Bishop Method, which is designed for circular slip surfaces such as in cross section 3. The Heel to Toe analysis means that the slopes will be analyzed using the highest elevation on the right which extends to the lower left elevation on the cross section. The water line is necessary to determine how the soils will react when pressurized under water load conditions. Higher than 1.5 is considered safe as a standard of practice.