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- W2613304310 abstract "Seepage and slope stability issues concerning infiltration in unsaturated slopes are investigated and presented. Atwo dimensional finite element analysis are used to examine the effects of the rainfall intensity on the stability of a slope in the tropical region and to develop a boundary of the rainfall induced slope instability. The Jabiru landslide occurred in March 2007 after severe rainstorm with rainfall amount of 0.8 m in 3 days. This landslide occurred at a soil slope with a height of 23 m and angle of 19 degrees. Parametric study was performed to find out which cases with respect to rainfall intensity and total rainfall triggering the landslide occurrence. Under a uniform distributed rainfall, duration of rainfall is more significant to cause slope failure rather than the rainfall intensity. For any rainfall intensity, if the duration of rainfall lesser than 4 days, the slope was unlikely to fail. The ratio of rainfall intensity and hydraulic conductivity (I/ksat) greater than one caused rapid change the factor of safety of slope. For a rainfall intensity, I/ksat = 0.25 did not trigger slope failure since the factor of safety was obviously greater than two (FS > 2) for all depth.Keywords: rainfall, infiltration, matric suction, slope stability, residual soil" @default.
- W2613304310 created "2017-05-19" @default.
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- W2613304310 date "2014-06-10" @default.
- W2613304310 modified "2023-09-27" @default.
- W2613304310 title "Development A Boundary of Rainfall-Induces the Stability of A Residuals Soils Slope in Northern Territory, Australia" @default.
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