1993
DOI: 10.1016/0169-555x(93)90024-v
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Exhaustion and steady state models for predicting landslide hazards in the Canadian Rocky Mountains

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Cited by 107 publications
(74 citation statements)
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“…In this context, the Lateglacial exposure ages obtained for rockslide or rock avalanche runout debris at four sites in the Cairngorms are of particular interest, as they demonstrate that failure at all four sites occurred within a few millennia of deglaciation, consistent with the notion of rapid paraglacial response and the exhaustion model of Cruden and Hu (1993). The pre-Windermere Interstade uncertainty-weighted mean ages for runout debris in the Lairig Ghru (15.4 AE 0.8 ka) and Strath Nethy (16.2 AE 1.0 ka) imply that failure almost certainly occurred within one or two millennia of deglaciation.…”
Section: Paraglacial Landscape Modificationmentioning
confidence: 84%
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“…In this context, the Lateglacial exposure ages obtained for rockslide or rock avalanche runout debris at four sites in the Cairngorms are of particular interest, as they demonstrate that failure at all four sites occurred within a few millennia of deglaciation, consistent with the notion of rapid paraglacial response and the exhaustion model of Cruden and Hu (1993). The pre-Windermere Interstade uncertainty-weighted mean ages for runout debris in the Lairig Ghru (15.4 AE 0.8 ka) and Strath Nethy (16.2 AE 1.0 ka) imply that failure almost certainly occurred within one or two millennia of deglaciation.…”
Section: Paraglacial Landscape Modificationmentioning
confidence: 84%
“…Gardner, 1980;Luckman, 1981;Rapp and Å kerman, 1993;Abele, 1997). Cruden and Hu (1993) have suggested that the temporal distribution of paraglacial rockslope failures can be approximated by an exhaustion model, whereby the overall probability of rock-slope failure within a mountain area diminishes exponentially with time elapsed since deglaciation, but validating this model has not so far been possible because of lack of reliably dated failures. In the mountains of Great Britain, a small number of rock-slope failures are known to have occurred during the Late Devensian Lateglacial, during the interval between ice-sheet deglaciation and the beginning of the Holocene (e.g.…”
Section: Paraglacial Landscape Modificationmentioning
confidence: 99%
“…Most RSFs in the Scottish Highlands occur within the limits of Loch Lomond Stadial glaciation, and are therefore demonstrably of Holocene age. The exhaustion model of paraglacial landscape modification predicts that the frequency of rockslope failure should be greatest immediately after deglaciation and decline in frequency thereafter (Cruden & Hu, 1993;Ballantyne, 2002a). However, reliable dating evidence for the timing of RSFs in the Scottish Highlands is very limited.…”
Section: Distribution and Timing Of Rock-slope Failurementioning
confidence: 99%
“…Ballantyne & Benn, 1994;Curry, 1999aCurry, , 1999b, whereas rock-mass adjustment to glacial unloading may persist for several millennia after deglaciation (e.g. Cruden & Hu, 1993;Ballantyne & Stone, 2004). The exhaustion model assumes steady-state conditions under which there is no change in process-generating or other boundary conditions.…”
Section: Models Of Paraglacial Sediment Yieldmentioning
confidence: 99%
“…While the term 'paraglacial' and its application to slope failure are relatively new (Ryder, 1971;Cruden and Hu, 1993), geomorphologists have long been aware that slope form and process are influenced by glaciation and deglaciation, with specific reference appearing in the literature at the beginning of the 1900s. In 1911 for example, geologists noted that destabilisation of slopes in a 'U-shaped' valley in the Tararua Ranges, New Zealand, evident as prominent anti-scarps (uphill facing scarps), indicated a former glaciation (Brook, 2008 …”
Section: Paraglacial Frameworkmentioning
confidence: 99%