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- W27830190 abstract "A quantitative study recorded measurements of creep and heave taken during a 40-day period in the fall of 1991 on a partially vegetated northwest facing hillslope located behind the Power Station on Cortland College Campus. The hillslope is under scrutiny due to the construction of a parking lot sited at the top of the hillslope resulting in runoff directed toward the slope. Nine stakes hammered into the slope topsoil at various elevations all recorded forward and backward slope movement. Six stakes totalled movement 1.0 cm. Average movement of creep for the nine stakes totalled 0.85 cm. A creep rate of 0.5 m/yr is acceptable on uncovered talus slopes affected by frost action. The average movement of 0.85 cm over the course of the 40-day study would predict a total of 0.08 m/yr. Movement of stake no. 2 measured 2.23 cm or 0.2 m/yr and stake no. 3 measured 1.80 cm or 0.16 m/yr. Both measurements are within reason on an uncovered talus slope. These two stakes were positioned in a vegetated area just below the parking lot. Possible high erosion could be developing at the top of the hillslope under the edgemore » of the parking lot. Analysis of the slope topsoil indicated a high degree of permeability. The soil horizon consists of > 70% coarse permeable sand grains. The amount of clay in the samples analyzed proved negligible. A soil layer of low permeability to account for the backward movement of the stakes proved absent. Low permeable shale bedrock, as little as 10.0 cm below the top soil is inferred to be the cause of a saturated condition which builds above the shale bedrock resulting in lateral flow causing the stakes to tip backwards towards the top of the hillslope.« less" @default.
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- W27830190 date "1993-03-01" @default.
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- W27830190 title "Hillslope mass movement and the soil permeability factor" @default.
- W27830190 hasPublicationYear "1993" @default.
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