It works brilliantly and the results are more or less the same as for the interface modelled explicitly with continuum elements. For this problem it works great and the results are similar to what is obtained with a Winkler elasto-plastic spring approach.
Nevertheless, as there is no interface modelled for the lower part of the wall, for some problems it could lead to an overestimation of the passive pressures on the wall toe and an underestimation of active pressures. Additionally, for multi-level anchored or propped walls it could probably not be an applicable process.