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Controls on the Dimensions of Landslides in Sensitive Clays

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Landslides in Sensitive Clays

Abstract

The dimensions of landslides are subject to geometric, material and external controls. Geometric controls include: slopes and orientation of the ground surface and bedding planes, valley width and geometry, depth of failure, plus the presence and incision depth of bounding streams. Material controls include undrained and remoulded shear strength, sensitivity, stability number, remoulding index, rapidity, and the mobility of the depleted mass. Dense networks of trees can influence mobility. The position of layers prone to landsliding in the slope is important.

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References

  • Bjerrum L, Løken T, Heiberg S, Foster R (1969) A field study of factors responsible for quick clay slides. In: Proceedings of the 7th ICSMFE, vol 2, Mexico City, pp 531–540

    Google Scholar 

  • Brooks GR, Aylsworth JM, Evans SG, Lawrence DE (1994) The Lemieux landslide of June 20, 1993, South Nation Valley, southeastern Ontario – a photographic record. Geological Survey of Canada, Misc. Report 56

    Google Scholar 

  • Carson MA (1977) On the retrogression of landslides in sensitive muddy sediments. Can Geotech J 14:582–602

    Article  Google Scholar 

  • Carson MA (1979) On the retrogression of landslides in sensitive muddy sediments: reply. Can Geotech J 16:431–444

    Article  Google Scholar 

  • Carson MA, Lajoie G (1981) Some constraints on the severity of landslide penetration in sensitive deposits. Géographie physique et Quaternaire XXXV:301–316

    Article  Google Scholar 

  • Cruden DM, Varnes DJ (1996) Landslides types and processes. In: Turner AK, Schuster RL (eds) Landslides investigation and mitigation, Special report 247, Transportation, Research Board, National Research Council. National Academy Press, Washington, DC, pp 37–75

    Google Scholar 

  • Eden WJ, Fletcher EB, Mitchell RJ (1971) South Nation River landslide, 16 May 1971. Can Geotech J 8:446–451

    Article  Google Scholar 

  • Evans SG, Brooks GR (1994) An earthflow in sensitive Champlain Sea sediments at Lemieux, Ontario, June 20, 1993, and its impact on the South Nation River. Can Geotech J 31:384–394

    Article  Google Scholar 

  • Geertsema M, Cruden DM (2008) Travels in the Canadian Cordillera. In: Proceedings of the 4th Canadian conference on geohazards. Quebec City, pp 383–390

    Google Scholar 

  • Geertsema M, Schwab JW (1997) Retrogressive flowslides in the Terrace-Kitimat, British Columbia area: from early post-deglaciation to present – and implications for future slides. In: Proceedings of the 11th Vancouver geotechnical society symposium, pp 115–133

    Google Scholar 

  • Geertsema M, Cruden DM, Schwab JW (2006) A large, rapid landslide in sensitive glaciomarine sediments at Mink Creek, northwestern British Columbia, Canada. Eng Geol 83:36–63

    Article  Google Scholar 

  • Karlsrud K, Aas G, Gregersen O (1984) Can we predict landslide hazards in soft sensitive clays? Summary of Norwegian practice and experiences. In: Proceedings of the 4th international symposium on landslides, vol 1, Toronto, 16–21 September 1984. University of Toronto Press, Toronto, pp 107–130

    Google Scholar 

  • L’Heureux J-S (2012) A study of the retrogressive behaviour and mobility of Norwegian quick clay landslides. In: Eberhardt E, Froese C, Turner AK, Leroueil S (eds) Landslide and engineered slopes: protecting society through improved understanding. Taylor & Francis Group, London, pp 981–988

    Google Scholar 

  • L’Heureux J-S, Eilertsen RS, Glimstad S, Issler D, Solberg I-L, Harbitz CB (2012a) The 1978 quick clay landslide at Rissa, mid-Norway: subaqueous morphology and tsunami simulations. In: Mosher D, Shipp C, Moscardelli L (eds) Submarine mass movements and their consequences, Advances in natural and technological hazards research, 31. Springer, Dordrecht, pp 507–516

    Chapter  Google Scholar 

  • L’Heureux J-S, Longva O, Steiner A, Hansen L, Vardy ME, Vanneste M, Haflidason H, Brendryen J, Kvalstad TJ, Forsberg CF, Chand S, Kopf A (2012b) Identification of weak layers and their role for the stability of slopes at Finneidfjord, northern Norway. In: Yamada Y et al (eds) Submarine mass movements and their consequences, vol 31, Advances in natural and technological hazards research. Springer, Dordrecht, pp 321–330

    Chapter  Google Scholar 

  • L’Heureux J-S, Longva O, Hansen L, Vanneste M (2013) The 1930 landslide in Orkdalsfjorden: morphology and failure mechanism. In: Proceedings of the 6th international symposium on submarine mass movements and their consequences. Kiel, September 2013

    Google Scholar 

  • Lebuis J, Rissmann P (1979) Earthflows in the Quebec and Shawnigan areas. Ministère des Richesses naturelles, Québec, pp 18–38

    Google Scholar 

  • Lebuis J, Robert J-M, Rissmann P (1983) Regional mapping of landslide hazard in Québec. In: Proceeings of the symposium on slopes on soft clays, Linkoping, Swedish Geotechnical Institute Report, no. 17, pp 205–262

    Google Scholar 

  • Lefebvre G (1996) Soft sensitive clays. In: Turner AK, Shuster RL (eds) Landslides investigation and mitigation, Special report 247, TRB, National Research Council. National Academy Press, Washington, DC, pp 607–619

    Google Scholar 

  • Locat J (1992) Viscosity, yield strength, and mudflow mobility for sensitive clays and other fine sediments. In: Proceedings of the 1st Canadian conference on geotechnique and natural hazards, Vancouver, pp 389–396

    Google Scholar 

  • Mitchell RJ (1978) Earthflow terrain evaluation in Ontario. Ontario Ministry of Transportation and Communications, Toronto, 30 pp

    Google Scholar 

  • Mitchell RJ, Markell AR (1974) Flowsliding in sensitive soils. Can Geotech J 11:11–31

    Article  Google Scholar 

  • Söderblom R (1974) A new approach to the classification of quick clays. Swedish Geotechnical Institute reprints and preliminary reports no. 55, pp 1–17

    Google Scholar 

  • Söderblom R (1983) Studies of the rapidity number: can this number be used to determine the slide tendency of a clay? In: Bergren B, Lindgren J (eds) Symposium on slopes on soft clays. Swedish Geotechnical Institute. Report No. 17, pp 381–395

    Google Scholar 

  • Tavenas F (1984) Landslides in Canadian sensitive clays – a state-of-the-art. In: Proceedings of the 4th international symposium on landslides, vol 1, Toronto, 16–21 September 1984. University of Toronto Press, Toronto, pp 141–153

    Google Scholar 

  • Tavenas F, Flon P, Leroueil S, Lebuis J (1983) Remoulding energy and risk of slide retrogression in sensitive clays. In: Proceedings of the symposium on slopes on soft clays, Linköping. Swedish Geotechnical Institute, SGI Report No. 17, pp 423–454

    Google Scholar 

  • Torrance JK (1983) Towards a general model of quick clay development. Sedimentology 30:547–555

    Article  Google Scholar 

  • Trak B, Lacasse S (1996) Soils susceptible to flow slides and associated mechanisms. In: Proceedings of the seventh international symposium on landslides, vol 1, Trondheim, Norway, Balkema, Rotterdam, pp 497–506

    Google Scholar 

  • Vaunat J, Leroueil S, Tavenas F (1992) Hazard and risk analysis of slope instability. In Proceedings of 1st Canadian symposium on géotechnique and natural hazards (GEOHAZARD’S 92), Vancouver, pp 397–404

    Google Scholar 

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Acknowledgements

 We are grateful to Professor Dave Cruden for a constructive review that improved the manuscript.

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Correspondence to Marten Geertsema .

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Geertsema, M., L’Heureux, JS. (2014). Controls on the Dimensions of Landslides in Sensitive Clays. In: L'Heureux, JS., Locat, A., Leroueil, S., Demers, D., Locat, J. (eds) Landslides in Sensitive Clays. Advances in Natural and Technological Hazards Research, vol 36. Springer, Dordrecht. https://doi.org/10.1007/978-94-007-7079-9_9

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