Stabilisation columns for slope stability analysis

Application of stabilisation columns in DC-Slope

From version 8.2, DC-Slope supports stabilisation columns following the approach by Goemmel and Neidhart for the verification of slope stability.

Different failure mechanisms are considered and the minimum resistance for the verification of slope stability acc. to Krey-Bishop or acc. to Janbu is applied.

An optimisation function supports the determination of the required distance of the stabilisation columns for fulfilling the verification.