Runout of Flow Landslides View Full Text


Ontology type: schema:Chapter     


Chapter Info

DATE

2018

AUTHORS

J. Kim , Z. Q. Liu , S. Lacasse , S. Nordal , V. Thakur

ABSTRACT

Risk assessment and management of flow landslides require a reliable estimate of the runout of the landslide masses. This paper introduces empirical and analytical models for the prediction of the runout of flow landslides. The numerical model uses an extension of the Bing model in Eulerian coordinates with two-space dimensions and implements the full Herschel–Bulkley rheology to dynamically compute the depth of the moving material and shear layer. The models are validated by comparing them to the observed runout values for the Kattmarka flow landslide that took place in Norway in 2009. In particular, the analytical model, although still under development, shows promise. More... »

PAGES

433-445

References to SciGraph publications

  • 2017. Reliability of Slopes in Sensitive Clays in LANDSLIDES IN SENSITIVE CLAYS
  • 2005. Classification and terminology in DEBRIS-FLOW HAZARDS AND RELATED PHENOMENA
  • 1973-12. On the prediction of the reach and velocity of catastrophic landslides in ROCK MECHANICS FELSMECHANIK MECANIQUE DES ROCHES
  • 2017. Landslides in Sensitive Clays in NONE
  • 2017. Runout of Landslides in Sensitive Clays in LANDSLIDES IN SENSITIVE CLAYS
  • 1999-01. Empirical Relationships for Debris Flows in NATURAL HAZARDS
  • 2005. Runout prediction methods in DEBRIS-FLOW HAZARDS AND RELATED PHENOMENA
  • 2017. Viscometric Tests of Sensitive Clay from Byneset, Norway, and Fit to the Herschel–Bulkley Model in LANDSLIDES IN SENSITIVE CLAYS
  • Book

    TITLE

    Geotechnics for Natural and Engineered Sustainable Technologies

    ISBN

    978-981-10-7720-3
    978-981-10-7721-0

    Identifiers

    URI

    http://scigraph.springernature.com/pub.10.1007/978-981-10-7721-0_27

    DOI

    http://dx.doi.org/10.1007/978-981-10-7721-0_27

    DIMENSIONS

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