Slope Stability Analysis Using Slice-Wise Factor of Safety

<table>Sketch of a slope section and forces acting on the <svg height="11.4625" id="M10" style="vertical-align:-0.13794pt" version="1.1" viewbox="0 0 4.7624998 11.4625" width="4.7624998" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,11.2)"><path d="M244 607q0 -25 -15.5 -43t-37.5 -18q-19 0 -32 13t-13 35q0 21 15 41t39 20q20 0 32 -14t12 -34zM222 91q-29 -33 -79 -68t-75 -35q-13 0 -19 7.5t-6 31t10 65.5l62 253q5 26 -1 26q-21 0 -72 -43l-13 24q43 40 91 68t71 28q30 0 10 -78l-71 -274q-8 -30 3 -30
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</svg>th slice.</table>

Mathematical Problems in Engineering

fig1

Figure 1

Figure 1: Slope Stability Analysis Using Slice-Wise Factor of Safety 