Geotechnical characteristics of large slow, very slow, and extremely slow landslides

Author:

Glastonbury James12,Fell Robin12

Affiliation:

1. URS Corporation Ltd., 5 St Georges Road, Wimbledon SW19 4DR, London, UK.

2. School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW 2052, Australia.

Abstract

Based on a study of 45 large slow-moving landslides, it is apparent that for a landslide to travel slowly after failure, the sliding is most likely to be active or reactivated, on a basal rupture surface at or close to residual strength. The likelihood of slow movement after failure is also increased when the inclination of the basal rupture surface is less than the residual friction angle. The slow-moving landslides are all of low rock-mass strength with varying degrees of disaggregation, or they possess soil strength. The influence of lateral margins on landslide restraint is generally small, with landslide movement typically controlled by fluctuations in piezometric pressure. The most commonly observed slow large landslides are mudslides and translational debris–rock slides, followed by particular forms of translational rock slides and internally sheared compound slides. Some mudslides display evidence of short periods of up to moderate velocities.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. Brunsden, D. 1984. Mudslides. In Slope instability. Edited by D. Brunsden and D. Prior. John Wiley & Sons, Chichester. pp. 363–418.

2. Cruden, D.M., and Varnes, D.J. 1996. Landslide types and processes. In Landslides. Investigation and mitigation. Edited by A.K Turner and R.L. Schuster. Special Report 247, Transportation Research Board, National Research Council, Washington D.C. pp. 36–75.

3. Dikau, R., Brunsden, D., Schrott, L., and Ibsen, M. 1997. Landslide recognition – identification, movement and causes. John Wiley & Sons, Chichester.

4. Glastonbury, J. 2002. The pre- and post-failure deformation behaviour of rock slopes. Ph.D. thesis, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, Australia.

5. A decision analysis framework for the assessment of likely post-failure velocity of translational and compound natural rock slope landslides

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