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  • Bernander, StigLuleå tekniska universitet,Byggkonstruktion och -produktion,Luleå tekniska universitet (LTU),Luleå University of Technology (LTU) (author)

Downhill progressive landslides in long natural slopes: triggering agents and landslide phases modeled with a finite difference method

  • Article/chapterEnglish2016

Publisher, publication year, extent ...

  • Canadian Science Publishing,2016
  • electronicrdacarrier

Numbers

  • LIBRIS-ID:oai:DiVA.org:ltu-8899
  • https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-8899URI
  • https://doi.org/10.1139/cgj-2015-0651DOI
  • https://research.chalmers.se/publication/245250URI

Supplementary language notes

  • Language:English
  • Summary in:English

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Classification

  • Subject category:ref swepub-contenttype
  • Subject category:art swepub-publicationtype

Notes

  • Validerad; 2016; Nivå 2; 2016-11-02 (andbra)
  • A large landslide in Tuve (Gothenburg, Sweden 1977) initiated the development of a model for slope stability analysis taking the deformation-softening of soft sensitive clays into consideration. The model studies triggering agents and five phases in progressive slope failure are identified: (1) in-situ, (2) disturbance, (3) unstable ‘dynamic’, (4) transitory (or permanent) equilibrium, and (5) ‘global’ failure. The clay resistance in these phases may differ widely; mostly due to different rates of loading. Two time dependent failure criteria are defined: (i) the triggering load condition in the disturbance Phase (2), and (ii) the transitory equilibrium in Phase (4), indicating whether minor downhill displacements or a veritable landslide catastrophe will occur. The analysis explains why downhill landslides tend to spread over vast areas of almost horizontal ground further down-slope. The model has been applied to landslides in Scandinavia and Canada. Three case studies are briefly discussed. The model is a finite difference approach, where local downhill deformations caused by normal forces is maintained compatible with deviatory shear deformations above the potential (or the established) failure surface. Software and an easy-to-use spreadsheet are introduced as well as recent developments. See also Video Abstract.

Subject headings and genre

Added entries (persons, corporate bodies, meetings, titles ...)

  • Kullingsjö, Anders,1974Skanska Sweden, Johan på Gårdas gata 5, SE-405 18 Göteborg, Sweden; Chalmers University of Technology, GeoEngineering, SE-412 96 Göteborg, Sweden,Chalmers tekniska högskola,Chalmers University of Technology(Swepub:cth)kullsjo (author)
  • Gylland, Anders S.Multiconsult, Sluppen 15, NO-7037 Trondheim, Norway; Norwegian University of Science and Technology, Geotechnical Engineering, NTNU, NO-7491 Trondheim, Norway,Norges teknisk-naturvitenskapelige universitet (NTNU),Norwegian University of Science and Technology (NTNU),Multiconsult ASA (author)
  • Bengtsson, Per-EvertSwedish Geotechnical Institute, Olaus Magnus väg 35, SE-581 93 Linköping, Sweden,Statens Geotekniska Institut (SGI),Swedish Geotechnical Institute (SGI) (author)
  • Knutsson, SvenLuleå tekniska universitet,Geoteknologi,Luleå tekniska universitet (LTU),Luleå University of Technology (LTU)(Swepub:ltu)svek (author)
  • Pusch, RolandLuleå tekniska universitet,Geoteknologi,Luleå tekniska universitet (LTU),Luleå University of Technology (LTU)(Swepub:ltu)rolpus (author)
  • Olofsson, JanSkanska Sweden, Johan på Gårdas gata 5, SE-405 18 Göteborg, Sweden (author)
  • Elfgren, LennartLuleå tekniska universitet,Byggkonstruktion och brand,Luleå tekniska universitet (LTU),Luleå University of Technology (LTU)(Swepub:ltu)elfgren (author)
  • Olofsson, Jessica,1975Skanska Sverige AB(Swepub:cth)jessicao (author)
  • Luleå tekniska universitetByggkonstruktion och -produktion (creator_code:org_t)

Related titles

  • In:Canadian geotechnical journal (Print): Canadian Science Publishing53:10, s. 1565-15820008-36741208-6010

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