Overview of Swedge Input

Swedge computes the factor of safety for translational slip of a tetrahedral wedge formed in a rock slope by:

Typical problem geometry is illustrated below.

Figure 1 Typical wedge geometry for Swedge analysis [Hoek & Bray (1981)].

image\wedge1.gif

 

LEGEND

1 , 2 = Failure planes (2 intersecting joint sets)

3 = Upper ground surface

4 = Slope face

5 = Tension crack

H1 = Slope height referred to plane 1

L = Distance of tension crack from crest, measured along the trace of plane 1.

When a pair of discontinuities are selected at random from a set of field data, it is not known whether:

In order to resolve these uncertainties, the solution has been derived in such a way that:

A check on whether the two planes do form a wedge is included in the solution at an early stage. In addition, Swedge also examines how the tension crack intersects the other planes, accepting only those cases where the tension crack truncates the wedge in a kinematically admissible manner.

Figure 2Situation where wedge is formed, and one plane overlies the other

image\wedge2.gif