Centrifuge modelling of submarine landslides due to static liquefaction
Author:
Funder
Delft University of Technology
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s10346-019-01200-z.pdf
Reference61 articles.
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2. Andresen A, Bjerrum L (1967) Slides in subaqueous slopes in loose sand and silt. In: Richards AF (ed) Marine geotechnique. University of Illinois Press, pp 221–239
3. Arulanandan K, Thompson PY, Kutter BL, Meegoda NJ, Muraleetharan KK, Yogachandran C (1988) Centrifuge modeling of transport processes for pollutants in soils. J Geotech Eng 114(2):185–205. https://doi.org/10.1061/(ASCE)0733-9410(1988)114:2(185)
4. Askarinejad A, Beck A, Springman SM (2014) Scaling law of static liquefaction mechanism in geocentrifuge and corresponding hydromechanical characterization of an unsaturated silty sand having a viscous pore fluid. Can Geotech J 52(6):708–720. https://doi.org/10.1139/cgj-2014-0237
5. Askarinejad A, Zhang W, de Boorder M and van der Zon J (2018) Centrifuge and numerical modelling of static liquefaction of fine sandy slopes. In: McNamara A, Divall S, Goodey R, Taylor N, Stallebrass S and Panchal J (eds) Physical modelling in geotechnics, CRC Press, pp 1119–1124
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