Nomash River Landslide

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Figure 6. Plan of the <span class="search-highlight">Nomash</span> <span class="search-highlight">River</span> <span class="search-highlight">landslide</span> path and deposit, showing loca...

Figure 6. Plan of the Nomash River landslide path and deposit, showing loca...

in Entrainment of debris in rock avalanches: An analysis of a long run-out mechanism > GSA Bulletin

Published: 01 September 2004

Figure 6. Plan of the Nomash River landslide path and deposit, showing locations mentioned in the text. The square grid spacing is 200 m in both directions. The contour interval is 10 m.

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Figure 11. Dynamic analysis of the <span class="search-highlight">Nomash</span> <span class="search-highlight">River</span> <span class="search-highlight">landslide</span>, neglecting entra...

Figure 11. Dynamic analysis of the Nomash River landslide, neglecting entra...

in Entrainment of debris in rock avalanches: An analysis of a long run-out mechanism > GSA Bulletin

Published: 01 September 2004

Figure 11. Dynamic analysis of the Nomash River landslide, neglecting entrainment of saturated debris and the consequent change in rheology. Only frictional rheology is used, with a bulk friction angle of 30° (same as in the proximal region of the model in Fig. 10 ). (No depth exaggeration

Journal Article

Entrainment of debris in rock avalanches: An analysis of a long run-out mechanism

Oldrich Hungr, S.G. Evans

Journal: GSA Bulletin

Publisher: Geological Society of America

Published: 01 September 2004

GSA Bulletin (2004) 116 (9-10): 1240–1252.

DOI: https://doi.org/10.1130/B25362.1

...Figure 6. Plan of the Nomash River landslide path and deposit, showing locations mentioned in the text. The square grid spacing is 200 m in both directions. The contour interval is 10 m. ...

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Journal Article

Enhanced landslide mobility by basal liquefaction: The 2014 State Route 530 (Oso), Washington, landslide

Brian D. Collins, Mark E. Reid

Journal: GSA Bulletin

Publisher: Geological Society of America

Published: 25 June 2019

GSA Bulletin (2020) 132 (3-4): 451–476.

DOI: https://doi.org/10.1130/B35146.1

.... Helens, Washington, USA ( Major et al., 2005 ), suggest an underlying weak, wet, liquefied layer. Field studies of other landslides also indicate that liquefaction can enhance slide mobility. These include the Nomash River slide ( Hungr and Evans, 2004 ) and the Attachie slide ( Fletcher et al., 2002...

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