This paper deals with the repair of brickwork and masonry walls that have c
racked as a result of ground movement. It outlines work in this field over
the last 60 years, identifying the options of repairing the foundation or i
ncreasing the ductility of the brittle structure. Practice has been to unde
rpin or otherwise strengthen the foundation but this paper examines the pot
ential to modify the behaviour of the masonry itself by introducing reinfor
cement. A study of four building facades, verified by a programme of labora
tory tests, leads to the conclusion that if the ductility of existing mason
ry can be improved then the need to underpin will be reduced. This is of pa
rticular relevance to non-invasive restoration of historic buildings but al
so offers an economic repair to more routine structures. The paper conclude
s that localized reinforcement of masonry walls can significantly increase
their tolerance to foundation movement.