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Title:
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Effect of antecedent rainfall on pore-water pressure distribution characteristics in residual soil slopes under tropical rainfall.
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Author:
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Rahardjo, Harianto.; Leong, Eng Choon.; Rezaur, R. B.
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Copyright year:
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2007 |
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Abstract:
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Characteristics of changes in pore-water pressure distribution are the main parameters associated with slope stability analysis involving unsaturated soils, which are directly affected by the flux boundary conditions (rainfall infiltration, evaporation and evapo-transpiration) at the soil–atmosphere interface. Four slopes were instrumented in two major geological formations in Singapore to provide real-time measurements of pore-water pressures and rainfall events on the slopes. The field monitoring results were analysed to characterize pore-water pressure distributions under various meteorological conditions and to study the effect of antecedent rainfall on pore-water pressure distributions in typical residual soil slopes under tropical climate. Slope stability analyses were also conducted for the best and worst pore-water pressure distributions recorded in each slope to determine the range of factor of safety for the slopes. Results indicate that, antecedent rainfall, initial pore-water pressures prior to a significant rainfall event as well as the magnitude of the rainfall event play a crucial role in the development of the worst pore-water pressure condition in a slope. The role of antecedent rainfall in the development of the worst pore-water pressure condition was found to be more significant in residual soils with low permeability as compared with that in residual soils with high permeability. Pore-water pressure variation due to rainfall was found to take place over a wide range in residual soils with higher permeability as compared to residual soils with lower permeability. The worst pore-water pressure profiles occurred when the total rainfall including the 5-day antecedent rainfall (in most cases) reached a maximum value during a wet period. The factor of safety of residual soils with low permeability was found to be unaffected by the worst pore-water pressure condition. |
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Subject:
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DRNTU::Engineering::Civil engineering::Geotechnical. |
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Type:
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Journal Article |
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Series/ Journal Title:
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Hydrological processes |
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School:
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School of Civil and Environmental Engineering |
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Rights:
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© 2007 John Wiley & Sons, Ltd. |
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Version:
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Accepted version |