Pliocene and Quaternary surficial sediments of the Baie des Anges are
commonly affected by instability. Laboratory analyses of sediment samp
les provide information about the physical properties of these sedimen
ts including consolidation state and mechanical behaviour. Some of the
se physical properties, specifically undrained shear strength values (
S(u)), have been calibrated by a few in-situ measurements. The results
show that sediments deposited on the slope and on the shelf are mainl
y homogeneous silty clays, whereas those deposited on the floor of can
yons are coarser (possible grain-flow deposits). By using S(u) measure
ments we have classified the silty clays into four geotechnical types
and constructed a geotechnical map of undrained slope stability analys
is. Infinite slope analysis provides an assessment of the possible ins
tabilities under both drained and undrained conditions. A regional haz
ard offshore map is presented including areas sensitive to earthquake-
induced sliding. Two potential types of failure are likely to occur in
the bay: shallow failures, which are low-volume slides involving unde
rconsolidated near-surface sediments, and deeper failures, which may o
ccur on the flanks of the ridges, and may be preferentially triggered
by earthquakes. These sliding processes involve a large volume of norm
ally consolidated or overconsolidated sediments and may evolve into tu
rbidity currents (such as the 1979 Nice slide, even if it was not an e
arthquake-induced slide) channelled by the Var or the Paillon canyons
for more than 100 km. Our study indicates that future development proj
ects within the Baie des Anges must address offshore hazards.