The relationship between slope stability and pore-water pressure in highly plastic clay in the Carrot River Basin
Date
1995
Authors
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Journal ISSN
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Publisher
ORCID
Type
Degree Level
Masters
Abstract
Slope instability in glaciolacustrine clays has been a problem since 1950 at two
sites in the Carrot River valley. Movement at the Carrot River and Smoky Burn bridge
sites persists, compromising the integrity of the bridge structures. In addition, movement
persists along an embankment constructed between 1990 and 1992.
Residual shear strength parameters, Φᵣ' = 7.6° with c' = 0 were determined for
three landslides by back analysis. Laboratory tests showed Φᵣ' ranged from 6.0 to 9.1 °.
Pore-water pressure distributions were characterized with models of steady state
groundwater flow, drawdown following flooding, and of induced pore-water pressure
caused by construction. The flood hydrograph was represented as a total head versus time
boundary condition for the transient groundwater seepage model. Factors of safety were
calculated throughout the course of the flood event with pore-water pressures
characterized by the transient seepage model. Factors of safety predicted with the
transient seepage model following drawdown were greater than for traditional approaches
of rapid drawdown analyses used for dams and reservoirs. This is supported by the
observation that, historically, flooding has not resulted in catastrophic failure of slopes.
Heavy precipitation during flooding was found to decrease stability according to the
modelling. Pore-water pressure induced during construction of an embankment was
predicted with an effective stress analysis utilizing the pore pressure coefficients A and B.
Predicted pore-water pressure induced along the shear zone of the landslide compared
favourably with pore-pressure measured during construction.
Stabilization of active landslides at Carrot River and Smoky Burn bridge
abutments may be achieved with the construction of a berm in the river channel to resist
landslide movement. The berm would consist of granular fill, with a culvert to discharge
low flows. The berm would function as a weir during flooding.
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Citation
Degree
Master of Science (M.Sc.)
Department
Civil Engineering
Program
Civil Engineering