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NUMERICAL MODELLING AND CONSTITUTIVE SOIL MODELS FOR DEEP EXCAVATIONS ANALYSIS

Capraru, Catalin, Chirica, essor Anton

First published: 2012-06-18https://doi.org/10.5593/sgem2012/s02.v2028View metrics

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Title
NUMERICAL MODELLING AND CONSTITUTIVE SOIL MODELS FOR DEEP EXCAVATIONS ANALYSIS
Authors
Capraru, Catalin, Chirica, essor Anton
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; SGEM2012 12th International Multidisciplinary Scientific GeoConference
Publisher
Stef92 Technology
Year
2012
Pages
215 - 222 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
Keywords
References12
  1. Ou C. Y. & Hsieh P. G. A Simplified Method for predicting ground settlement profiles induced by excavation in soft clay, Computers and Geotechnics, vol. 38/issue 8, pp 987-997, 2011.

  2. Athanasiu C., Stanculescu I. & Chirica A. Computation of underground structures, Bucharest Construction Institute, Romania, 1983.

  3. Roscoe K.H. & Burland J.B. On the generalized stress-strain behaviour of “wet” clay, Engineering Plasticity, Cambridge Univ. Press, pp 535–609, 1968.

  4. Schanz T., Vermeer P.A. & Bonnier P.G., The hardening soil model: formulation and verification, in Brinkgreve R. B. J. (Ed) Beyond 2000 in Computational mechanics, Balkema, pp 281–296, 1999.

  5. Duncan, J.M. and Chang, C.-Y.: Nonlinear analysis of stress and strain in soils. J. Soil Mechanics and Foundations Division, pp. 1629–1653, 1970.

  6. Soos P. von, Properties of soils and ro cks and their laboratory determination, in Smoltczyk U. (Ed.), Geotechnical Engineering Handbook, Ernst und Sohn, Berlin, pp 116-206, 2001. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org

  7. Ou C. Y. & Hsieh P. G. A Simplified Method for predicting ground settlement profiles induced by excavation in soft clay, Computers and Geotechnics, vol. 38/issue 8, pp 987-997, 2011.

  8. Athanasiu C., Stanculescu I. & Chirica A. Computation of underground structures, Bucharest Construction Institute, Romania, 1983.

  9. Roscoe K.H. & Burland J.B. On the generalized stress-strain behaviour of “wet” clay, Engineering Plasticity, Cambridge Univ. Press, pp 535–609, 1968.

  10. Schanz T., Vermeer P.A. & Bonnier P.G., The hardening soil model: formulation and verification, in Brinkgreve R. B. J. (Ed) Beyond 2000 in Computational mechanics, Balkema, pp 281–296, 1999.

  11. Duncan, J.M. and Chang, C.-Y.: Nonlinear analysis of stress and strain in soils. J. Soil Mechanics and Foundations Division, pp. 1629–1653, 1970.

  12. Soos P. von, Properties of soils and ro cks and their laboratory determination, in Smoltczyk U. (Ed.), Geotechnical Engineering Handbook, Ernst und Sohn, Berlin, pp 116-206, 2001. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org

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