Corrigendum to ‘Deformation and consolidation around encased stone columns’ [Geotextiles and Geomembranes Volume 29 (2011) pp. 268–276]

The use of the constant H to obtain the vertical strain was not appropriate because the term of the encasement stiffness is slightly different. However, H (Eq. (4)) is still valid to get other strains and stresses in the undrained situation. The error in Eq. (6) affects the results of the undrained situation but the differences are so small that they are not noticeable in the figures of the paper.