Little work has been done to investigate pile–
soil–pile interaction eects on load–transfer curves used to predict passive lateral
loading eects, although it is normally assumed that the same rules apply (e.g. [3]).
Kanagasabai, S. 2010. Three dimensional numerical modelling of
rows of discrete piles used to stabilise large landslides. Ph.D.
thesis, University of Southampton, Southampton, UK.