Three-dimensional distinct element modelling and dynamic runout analysis of a landslide in gneissic rock, British Columbia, Canada

Author:

Brideau Marc-André,McDougall Scott,Stead Doug,Evans Steve G.,Couture Réjean,Turner Kevin

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. ASTM (2006) Standard test method for determination of the point load strength index of rock. Annual Book of ASTM Standards. Volume 4 Construction. American Society for Testing and Materials, D 5731-05

2. Ayotte D, Hungr O (2000) Calibration of a runout prediction model for debris-flows and avalanches. In: Wieczorek N (ed) Debris-flow hazards mitigation: mechanics, prediction, and assessment, pp 505–514

3. BC Ministry of Forests and Range (2009) Meteorological data from BC Ministry of Forests and Ranges. Unpublished data obtained October 20, 2009

4. Blyth Consulting (2002) Harris creek south—terrain stability map. Map prepared for Riverside Forest Products Limited (Lumby Division). Scale 1:20,000. Map sheet references: 82L.006, 82L.007, 82L.016, 82L.017

5. Brideau M-A, Yan M, Stead D (2009) The role of tectonic damage and brittle rock fracture in the development of large rock slope failures. Geomorphology 103(1):30–49

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