FE-analysis of deep excavations in lacustrine clay with different constitutive models

Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment

Volumn 2, Issue , 2005, Pages 971-974

  Scharinger, F ^a   Schweiger, H F ^a   Galavi, V ^a  

^a GRAZ UNIVERSITY OF TECHNOLOGY   (Austria)

Author keywords

[No Author keywords available]

Indexed keywords

AUSTRIA; DEEP EXCAVATION; DEFORMATION BEHAVIOUR; FAILURE CRITERION; FE ANALYSIS; FINE SAND; FINE SILT; FINITE ELEMENT CODES; HARDENING MODEL; HARDENING SOIL MODELS; IN-SITU MEASUREMENT; LACUSTRINE CLAY; MOHR-COULOMB; QUATERNARY GRAVELS; RETAINING STRUCTURE; SATURATED SOFT CLAY; SOFT GROUND; SOFT SOILS; SOIL PROPERTY;

EXCAVATION; FINITE ELEMENT METHOD; GEOTECHNICAL ENGINEERING; SOIL MECHANICS; SOILS;

CONSTITUTIVE MODELS;

EID: 53349113222     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

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3. Schweiger, H.F. 2002. Results from numerical benchmark exercises in geotechnics. Proc. 5th European Conf. Numerical Methods in Geotechnical Engineering (P. Mestat, ed.), Presses Ponts et chaussees, Paris, 305-314.
4. Wiltafsky, C, Messerklinger, S. and Schweiger, H.F. 2002. An advanced multilaminate model for clay. Proc. Numerical Models in Geomechanics-NUMOG VIII, 67-73.
5. Wiltafsky, C. Schweiger, H.F. and Krenn, H. 2003. Application of a multilaminate model for the numerical analysis of a deep excavation problem in soft clay. Proc. Int. Workshop on Geotechnics of Soft Soils, in: P.A. Vermeer, H.F. Schweiger, M. Karstunen, M. Cudny (eds.), Noordwijkerhout, Glückauf Verlag, Essen, 375-380.
6. Wiltafsky, C. 2003. A multilaminate model for normally consolidated clay. PhD thesis, Grappe Geotechnik Graz, Heft 18, Graz University of Technology (Austria).