1998
DOI: 10.1002/(sici)1099-1085(199805)12:6<943::aid-hyp664>3.0.co;2-z
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Regional test of a model for shallow landsliding

Abstract: Abstract:Landslides mapped in 14 watershed analyses in Oregon and Washington provide a regional test of a model for shallow landsliding. A total of 3224 landslides were mapped in watersheds covering 2993 km 2 and underlain by a variety of lithologies, including Tertiary sedimentary rocks of the Coast Ranges, volcanic rocks of the Cascade Range and Quaternary glacial sediments in the Puget Lowlands. GIS (geographical information system) techniques were used to register each mapped landslide to critical rainfall… Show more

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Cited by 171 publications
(115 citation statements)
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“…Slope failure probability was calculated using SHALSTAB (Montgomery and Dietrich, 1994), a distributed, process based slope stability model that has been widely used to predict relative failure probabilities (Montgomery et al, 1998;Dietrich et al, 2001;Borga et al, 2002;Fernandes et al, 2004). Relative failure probability is expressed as the ratio of rainfall (Q) to transmissivity (T) required for a cell to fail, it can be calculated using the equation: (2) where: ρ s is the soil density, ρ w is the density of water and ϕ is the angle of internal friction of the soil.…”
Section: Assessment Of Filter Impactsmentioning
confidence: 99%
“…Slope failure probability was calculated using SHALSTAB (Montgomery and Dietrich, 1994), a distributed, process based slope stability model that has been widely used to predict relative failure probabilities (Montgomery et al, 1998;Dietrich et al, 2001;Borga et al, 2002;Fernandes et al, 2004). Relative failure probability is expressed as the ratio of rainfall (Q) to transmissivity (T) required for a cell to fail, it can be calculated using the equation: (2) where: ρ s is the soil density, ρ w is the density of water and ϕ is the angle of internal friction of the soil.…”
Section: Assessment Of Filter Impactsmentioning
confidence: 99%
“…To study storm event-induced landslides on a regional scale, a deterministic physical-based method is commonly used which requires the employment of an infinite-slope model and a hydrological model (Okimura and Ichikawa, 1985;Dietrich et al, 1986Dietrich et al, , 1995Keefer et al, 1987; Correspondence to: C.-T. Lee (ct@ncu.edu.tw) and Dietrich, 1994;Wu and Sidle, 1995;Montgomery et al, 1998;Terlien, 1998;Crozer, 1999;Polemic and Sdao, 1999;Iverson, 2000;Borga et al, 2002;Wilkinson et al, 2002;Crosta and Frattini, 2003;Malet et al, 2005;Baum et al, 2005;Salciarini et al, 2006;Claessens et al, 2007aClaessens et al, , 2007bSchmidt et al, 2008). This approach requires the strength parameters, failure depth and soil conductibility for every point in the limit-equilibrium slope stability calculation, a requirement which can cause serious problems in terms of acquisition and control of spatial variability of the variables (Hutchinson, 1995;Guzzetti et al, 1999).…”
Section: Introductionmentioning
confidence: 99%
“…The increase of the hydrologic ratio (Q/T ) indicates that soil saturation will be faster and more extensive. The topographic ratio (a/(b · sin β)) describes the topographical effect on runoff (Dietrich and Montegomery, 1998;Montgomery et al, 1998). The transmissivity of the soil was estimated using Eq.…”
Section: Hydraulic Modelmentioning
confidence: 99%