Numerical examples are presented to illustrate the use of the two design charts. ![]() Both charts are quite simple and straightforward to use in engineering analysis of homogeneous slopes. GEOSLOPE Download chapter PDF 1 Introduction This topic is common in geotechnical engineering and can be found in many textbooks. The analysis presented herein shows that when the slope is very shallow, it is possible to have midpoint circles. In c ′ - ϕ ′ soils, Taylor assumed that the failure occurs along toe circles. The second chart is for drained ( c ′ - ϕ ′ ) soil slope that enables the users to compute the safety factor of the slope without any iterative procedures that are required with the Taylor’s chart. Event Type: Faculty & Staff Student Life. These are incorporated in the proposed design chart. Murphy Contractors, INC Dywidag Skyline Steel Geo Slope Indicator. It appears that there can also be compound circles that are made of two circular arcs separated by a straight line at the interface with the stiff stratum. Taylor’s work is based on three types of failure circles: toe circle, slope circle, and midpoint circle. The first one is for an undrained ( ϕ u = 0 ) soil slope, similar to the one proposed by Taylor, but with significant differences. ![]() ![]() Two design charts for computing the safety factor of soil slopes are presented here.
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