2016
DOI: 10.1002/hyp.10829
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Rainfall‐triggered shallow landslides: infiltration dynamics in a physical hillslope model

Abstract: In this study, we investigate the triggering of shallow landslides through the analysis of physical experiments performed in an artificial hillslope. The physical model consists of a reinforced concrete box containing a soil prism with maximum height of 3.5 m, length of 6 m, and width of 2 m. In order to analyze and examine the factors leading to the failure and the triggering modes, the hillslope is equipped with sensors to monitor the pore water pressure and moisture content response to rainfall in a 60 cm t… Show more

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Cited by 32 publications
(9 citation statements)
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“…It could be argued that the fast development of the process involves a dynamic component in the course of redistribution of stresses, which could be absent during slower infiltration rates. During this process, the gas phase is being expelled from the pores, causing soil matrix deformation, as explained by Lora et al (2016) [39]. Even though the initial volumetric content in this case is almost half with respect to the rest of the experiments (Supplementary Material), the high intensity rainfall was able to quickly generate instability in the terrain, as depicted by the most pronounced shades of blue on the resistivity change images.…”
Section: Geoelectrical Measurementsmentioning
confidence: 85%
“…It could be argued that the fast development of the process involves a dynamic component in the course of redistribution of stresses, which could be absent during slower infiltration rates. During this process, the gas phase is being expelled from the pores, causing soil matrix deformation, as explained by Lora et al (2016) [39]. Even though the initial volumetric content in this case is almost half with respect to the rest of the experiments (Supplementary Material), the high intensity rainfall was able to quickly generate instability in the terrain, as depicted by the most pronounced shades of blue on the resistivity change images.…”
Section: Geoelectrical Measurementsmentioning
confidence: 85%
“…The experiment was carried out in a large-scale physical model of a slope built inside a 6 × 2 m reinforced concrete structure (see Fig. 1 ) 22 . The maximum height of the lateral walls measures 3.5 m and decreases linearly to 0.5 m to have a slope of approximately 32°.…”
Section: Methodsmentioning
confidence: 99%
“…Recent methods of spatial variability of soil properties have been developed to be used in slope reliability analysis. These works are developed using mainly random field theory in small areas, such as a single slope [69,70], a single landslide [71], or even in an artificial hillslope [72]. The complexity of addressing spatial variability in soil properties increases with the area under consideration.…”
Section: Parameterization Of Soil Propertiesmentioning
confidence: 99%