Implementation of new analytical solutions for the prediction of surface ground movements due to shaft excavation in London Clay

This spreadsheet contains the implementation of two new expressions for determining the vertical and horizontal ground movements at the surface due to excavation of shafts. It requires as input data both the height and diameter of the shaft and the output results should reproduce equivalent coupled consolidation finite element analyses using idealised soil conditions for the London basin.

This analytical solution arises from the study published in the Proceedings of the ICE - Geotechnical Engineering.