Iacge 2013 2013
DOI: 10.1061/9780784413128.061
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Stability Analysis of Landslide Dam under Rainfall

Abstract: Failure of a landslide dam might occur by river discharge or rainfall. A rise of the upstream water level of a landslide dam and rain infiltration into the dam body increase pore water pressure and the weight of the dam. In this study, transient seepage analysis of rainfall infiltration and dam stability analysis are performed. A two-phase flow simulation using the FLAC finite difference code is adopted to analyze unsaturated seepage flow in transient fluid-mechanical calculations. The safety factor of dam sta… Show more

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Cited by 4 publications
(3 citation statements)
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“…In fact, traces of these local slips were also observed on the ground in the study area. Similar examples were also reported for landslides that occurred when the rainfall intensity reached it peak [69,70]. As the lake level rises over time and pore water pressure increases in the deeper layers, mass movement can occur along with deeper global slides.…”
Section: Comparing the Results Of Movement Monitoring And Modelingsupporting
confidence: 73%
“…In fact, traces of these local slips were also observed on the ground in the study area. Similar examples were also reported for landslides that occurred when the rainfall intensity reached it peak [69,70]. As the lake level rises over time and pore water pressure increases in the deeper layers, mass movement can occur along with deeper global slides.…”
Section: Comparing the Results Of Movement Monitoring And Modelingsupporting
confidence: 73%
“…Numerical analysis methods are usually used to analyze landslide dam stability according to dam configuration, internal structure, and geotechnical properties of landslide deposits, as well as the hydrodynamic conditions of the dammed lake. Because landslide dams are formed naturally, the upstream and downstream slope ratios (vertical/horizontal) are usually gentle, and numerical analysis is generally focused on landslide dam slope stability under different external loads, such as unsteady seepage flow (Shi et al, 2015a), aftershocks , and rainfall (Tsai et al, 2013). So far, the commonly used numerical analysis methods for landslide dam stability included the limit equilibrium method, finite element method, finite difference method, and discrete element method.…”
Section: Computer-based Numerical Analysis Methodsmentioning
confidence: 99%
“…Numerical analysis methods are usually used to analyze landslide dam stability according to dam configuration, internal structure, and geotechnical properties of landslide deposits, as well as the hydrodynamic conditions of the dammed lake. Because landslide dams are formed naturally, the upstream and downstream slope ratios (vertical/horizontal) are usually gentle, and numerical analysis is generally focused on landslide dam slope stability under different external loads, such as unsteady seepage flow (Shi et al, 2015a), aftershocks (Hu et al, 2011), and rainfall (Tsai et al, 2013). So far, the commonly used numerical analysis methods for landslide dam stability included the limit equilibrium method, finite element method, finite difference method, and discrete element method.…”
Section: Computer-based Numerical Analysis Methodsmentioning
confidence: 99%