Monitoring and Mitigation of Volcano Hazards 1996
DOI: 10.1007/978-3-642-80087-0_16
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Hazards of Large Volcanic Debris Avalanches and Associated Eruptive Phenomena

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Cited by 68 publications
(61 citation statements)
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“…For the historical period (∼ 300 years), these sites have experienced volcanic influence only by minor ashfalls and minor flooding in outermost suburbs. Collapses of high, steep volcanoes can produce very mobile and hazardous debris avalanches (Siebert, 1984(Siebert, , 1996, which may bury an area under thick cover of debris and may change river drainages (as in Waythomas, 2001). Prediction of collapses on Kliuchevskoi, Avachinsky and Koriaksky highlights the importance of closer studies of their structure and stability.…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…For the historical period (∼ 300 years), these sites have experienced volcanic influence only by minor ashfalls and minor flooding in outermost suburbs. Collapses of high, steep volcanoes can produce very mobile and hazardous debris avalanches (Siebert, 1984(Siebert, , 1996, which may bury an area under thick cover of debris and may change river drainages (as in Waythomas, 2001). Prediction of collapses on Kliuchevskoi, Avachinsky and Koriaksky highlights the importance of closer studies of their structure and stability.…”
Section: Discussionmentioning
confidence: 99%
“…In Kamchatka, preHolocene collapse(s) on Shiveluch are matched in scale only by Late Pleistocene collapses of Avachinsky volcano (see below). Worldwide most reported subaerial collapses of similar volumes also occurred in Late Pleistocene (Siebert, 1996;Siebert et al, 2004), while Holocene collapses tend to be under 10 km 3 (McGuire, 1996). Note: Holocene debris avalanche deposits, their numbers and ages according to Ponomareva et al (1998) with minor later corrections.…”
Section: Volcanoes Of the Central Kamchatka Depressionmentioning
confidence: 99%
“…Minimum values of H/L ratios for lahars in combination with debris avalanches (corresponding to a maximum runout distance) based on empirical data have been proposed and range from about b 0.02 to 0.1 (e.g. Crandell, 1989;Siebert, 1996;Scott et al, 2001). However, for lahars the definition of a minimum H/L ratio is considerably complicated by processes such as flow transformation.…”
Section: Runout Component Of Modelmentioning
confidence: 99%
“…Evaluation of known cases of large-scale failures on volcanoes throughout the world (Voight et al 1981(Voight et al , 1983Ui 1983;Siebert 1984Siebert , 1996Francis and Wells 1988;Moore et al 1989;Siebe et al 1992;Voight and Sousa 1994;Belousov 1995Belousov , 1996Belousov and Belousova 1996) shows that failure can occur, given the right combination of circumstances, at almost any reasonably high volcanic edifice. Structural factors, such as steep dip slopes with interbedded fractured lava flows and unconsolidated pyroclastic materials, high water tables, extensive hydrothermal alteration in areas surrounding the central conduit, and abnormal pore-fluid pressures, are recognised as significant factors (Voight et al 1981(Voight et al , 1983Siebert 1984Siebert , 1996Voight and Elsworth 1997).…”
Section: Primary Causes Of Edifice Collapsementioning
confidence: 99%
“…Structural factors, such as steep dip slopes with interbedded fractured lava flows and unconsolidated pyroclastic materials, high water tables, extensive hydrothermal alteration in areas surrounding the central conduit, and abnormal pore-fluid pressures, are recognised as significant factors (Voight et al 1981(Voight et al , 1983Siebert 1984Siebert , 1996Voight and Elsworth 1997). Most high volcanic edifices appear relatively weak in general, but relative weakness alone is insufficient for large-scale failure.…”
Section: Primary Causes Of Edifice Collapsementioning
confidence: 99%