Numerical modelling of Murro test embankment with S-CLAY1S

Proceedings of the 6th European Conference on Numerical Methods in Geotechnical Engineering - Numerical Methods in Geotechnical Engineering

Volumn , Issue , 2006, Pages 455-461

  Koskinen, M ^a   Karstunen, M ^b  

^a AALTO UNIVERSITY   (Finland)

^b UNIVERSITY OF STRATHCLYDE   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; EMBANKMENTS; GEOTECHNICAL ENGINEERING; SHEAR STRENGTH; SOILS;

ADDITIONAL RESISTANCES; DESTRUCTURATION; FINLAND; MURRO TEST EMBANKMENT; PLASTIC ANISOTROPY; SOFT SOILS; SOIL MODEL; UNDRAINED SHEAR STRENGTH;

NUMERICAL METHODS;

EID: 56149087469     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833766.ch65     Document Type: Conference Paper

References (11)

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8. Koskinen, M., Vepsäläinen, P., Lojander, M., 2002b. Modelling of anisotropic behaviour of clays. Test embankment in Murro, Seinäjoki, Finland. Finnish Road Administration, Finnra reports 16/2002, 62 + 5 p.
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11. Wiltafsky, C., 2003. S-CLAY1S, User Defined Soil Model for Plaxis - Documentation. University of Glasgow.