Assessing and managing the risk of earthquake-induced liquefaction to civil infrastructure - Seismic Risk Analysis and Management of Civil Infrastructure Systems - page 126

(a)
(b)
5.6 Lateral spreading damage to roads and utilities following the
Christchurch, New Zealand earthquakes of 2010 and 2011: (a) lateral
spreading toward free face of river bank resulting in damage to road
and utilities corridor beneath the road and (b) damage to utility
corridor at a bridge crossing caused by lateral spreading induced
deformation of bridge embankment (courtesy EEFIT, UK).