Sg. Evans et Gr. Brooks, AN EARTHFLOW IN SENSITIVE CHAMPLAIN SEA SEDIMENTS AT LEMIEUX, ONTARIO, JUNE 20, 1993, AND ITS IMPACT ON THE SOUTH-NATION RIVER, Canadian geotechnical journal, 31(3), 1994, pp. 384-394
A large (est. volume 2.8 X 10(6) m3) landslide occurred in sensitive L
eda clay on the east bank of the South Nation River at Lemieux, Ontari
o (45.4-degrees-N, 75.06-degrees-W), on June 20, 1993. The earthflow i
nvolved an area of about 17 ha and retrogressed a total of 680 m, 555
m into the flat plain above the river. No lives were lost but a motori
st was injured when he drove into the landslide crater. The 1993 lands
lide occurred 4.5 km downstream of the well-known 1971 South Nation Ri
ver landslide along a stretch of river that had experienced other hist
orical landslides in 1895 and 1910. A band of earlier, undated, retrog
ressive sliding, between 100-130 m in width, was present at the base o
f the slope that failed in 1993, and the earthflow was probably trigge
red by a reactivation of these failures. Borehole information obtained
in 1986 and 1987 in the vicinity of the landslide indicates that a zo
ne of soft, sensitive marine clay existed beneath the flat farmland, w
hich was overlain by a stiffer cap consisting of laminated marine-estu
arine sands and deltaic silts and sands. The morphology of the debris
suggests a mechanism that involves the fluidization of much of the lan
dslide mass and subsidence, translation, and rotation of cap blocks. T
he stability number for the site was approximately 9.6, suggesting tha
t the flow could have occurred as a result of extrusion of the soft se
nsitive clay layer due to undrained cap loading. Landslide debris temp
orarily blocked the South Nation River, causing flooding upstream and
adversely affecting water quality downstream.