2000
DOI: 10.1029/2000wr900090
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Landslide triggering by rain infiltration

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Cited by 1,660 publications
(1,347 citation statements)
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References 30 publications
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“…The model performs an infinite-slope stability calculation accounting for the pressure head response C(Z,t) to a time-varying rainfall input on the ground surface I Z (t). Specifically, the infiltration process is simulated considering the 1D analytic solution of Richards' equation as well as described by Iverson (2000). In the most recent version of the program (Baum et al 2008), TRIGRS was expanded to address infiltration also into unsaturated soils, then assuming a two-layer system consisting of a saturated zone (with the possible presence of a capillary fringe) and an unsaturated zone that extends to the ground surface ( Figure 6).…”
Section: Theoretical Basis Of Trigrs Modelmentioning
confidence: 99%
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“…The model performs an infinite-slope stability calculation accounting for the pressure head response C(Z,t) to a time-varying rainfall input on the ground surface I Z (t). Specifically, the infiltration process is simulated considering the 1D analytic solution of Richards' equation as well as described by Iverson (2000). In the most recent version of the program (Baum et al 2008), TRIGRS was expanded to address infiltration also into unsaturated soils, then assuming a two-layer system consisting of a saturated zone (with the possible presence of a capillary fringe) and an unsaturated zone that extends to the ground surface ( Figure 6).…”
Section: Theoretical Basis Of Trigrs Modelmentioning
confidence: 99%
“…Despite numerous slope stability models have been developed (e.g. Montgomery and Dietrich 1994;Iverson 2000;Borga et al 2002;Liao et al 2011;Formetta et al 2014;Ho and Lee 2016;Thiery et al 2017), the fundamental controls leading to slope failure driven by rainfall are still not well quantified (Borja et al 2012), and thus the improvement of current models is still an important research topic (Chang et al 2008). The difficulty of building up reliable mathematical models lies in the numerous variables involved in the triggering process, such as spatial and temporal rainfall variability, mechanical and hydraulic soil properties, slope morphology, vegetation coverage, initial soil suction and moisture (Greco et al 2010).…”
Section: Introductionmentioning
confidence: 99%
“…Often, a conspicuous lag time between the peak landslide motion and the peak precipitation could be seen, which have been widely accepted by many landslide studies [15]. For example, Iverson observed a lag time of five to eight days at Minor Creek [45], Hilley et al found a lag time of about three months between the onset of the rainy season and a sharp increase in sliding velocity at Berkeley Hills [46], and Zhao et al found the lag time of the Boulder Creek slide to be about one to two months [10]. However, due to the long revisit period of the ALOS data, discontinuous monitoring results, and uneven monitoring intervals, the accurate lag time for the Guanling landslide is difficult to determine in this study.…”
Section: Trigger Factormentioning
confidence: 96%
“…These two models point to local surface gradient and specific contributing area as primary topographic controls on shallow landsliding (Montgomery and Dietrich, 1994). Iverson (2000) highlights limitations to the hydrologic assumptions used in this model, but still recognizes the importance of local slope and specific contributing area in setting the antecedent soil moisture conditions that modulate the impact of transient periods of high-intensity rainfall on slope stability. We thus use a function of local slope and specific contributing area (that of Montgomery and Dietrich (1994), with soil parameters held uniform), as a topographic index of slope stability.…”
Section: Topographymentioning
confidence: 99%