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Oasys Slope is used to analyze slopes stability. This program provides different methods to calculate interslice forces. Assessing the stability of a slope is an important but challenging factor of civil engineering. 

Slope stability analysis is used in several civil engineering projects including embankments, dams, natural slopes, and excavated slopes. This is a complex topic to comprehend and to get in-depth understanding students look for Slope Stability Analysis using Oasys Slope assignment help from BookMyEssay. Our experienced engineers have profound subject knowledge and they can provide you with accurate civil engineering assignment solutions.

About Slope Stability Analysis using Oasys Slope

Oasys Slope performs a 2D slope stability analysis for studying circular and non-circular slip surfaces. It uses the slices method and provides a wide range of methods to calculate the interslice forces. Users can select either Swedish or Fellenius slip circles, a constant inclined method or Bishop horizontal method. 

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If the surface is slip and non-circular then it provides you Janby methods. Slope enables users to use partial factors such as Eurocode 7 for running ULS or Ultimate Limit State Analysis. It reinforces elements including rock bolts, soil nails, geotextiles, and ground anchors. It can check slip circles and give the option of forcing slips. This calculation is based on robust and verified numerical methods.

BookMyEssay has team of academic subject Ph.D. writers who use their best skills to write your assignment on Slope Stability Analysis using Oasys Slope right according to your requirements.

What are the Slope Stability Analysis Methods?

The different slope stability analysis methods are discussed in our Slope Stability Analysis using Oasys Slope assignment help:

Culmann Method: This method is not used widely as it is shown that the plane sliding surfaces are noted with steep slopes and for flat slopes, the sliding surfaces are always curved.

Ordinary Slices Method: This is considered where an effective shearing resistance angle is not consistent over a failure surface including zoned earth dams wherein the surface failure may pass through different materials.

Shearing Resistance Method: This slope stability method is based on assumption that a plane of failure is a circular arc. It is a practical method to evaluate the short-term stability of a saturated clay slope. This is considered wherein an effective shearing angle resistance is not consistent on a failure surface including zoned earth dams wherein failure surface may pass through different materials.

Bishop Slices: In this method, an analysis is done regarding stresses instead of forces that are used in the ordinary slices method. One of the primary differences between the ordinary slices method and the Bishop method happens in a vertical direction rather than a direction normal. A simplified method offers a safety factor that is close to being evaluated using a rigorous analysis method.

Janbu and Morgenstern and Price: They developed analysis methods for composite surface failure.

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The Uses of Slope Stability Analysis using Oasys Slope

A slope is an engineering tool that can be used for different slope stability problems. It has rich features and shall help to assess slopes along with designing engineering solutions for different slope stability problems. It checks various slip circles and also gives you an option of forcing slips via a point or keeping it tangential to strata. This software provides attractive graphical outputs that can be used in reports. It has multiple uses and these are explained in our Slope Stability Analysis using Oasys Slope homework help service.

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