COC872 - Tópicos Especiais em modelagem numérica em geotecnía

Objetivos

Desenvolver conceitos e aplicação de modelagem numérica em geotecnía

Ementa (Syllabus)

  1. Introdução ao método dos elementos finitos
  2. Aplicação de modelagem numérica em geotécnica
  3. Etapas principais para a simulação numérica de condições reais do campo  

 

Bibliografia (Bibliography

 [1] Bolton, M. D. 1986. The strength and dilatancy of sands. Géotechnique 36, No. 1, 65–78.

[2] Brinkgreve, R.B.J., Vermeer, P.A., 2002. PLAXIS: Finite Element Code for Soil and Rock Analyses. CRC Press, Balkema, Leiden, Netherlands version 8.

[3] David M. Potts, Lidija Zdravkovic, Lidija Zdravković 1999. Finite Element Analysis in Geotechnical Engineering application. Thomas Telford, 2001 - Technology & Engineering - 427 p.

[4] Duncan, J.M., Seed, R.B., 1986. Compaction-induced earth pressures under Ko-conditions. J. Geotech. Engng. ASCE 112 (1), 1–22.

[5] Duncan, J. M., Byrne, P., Wong, K. S. & Mabry, P. 1980. Strength, stress–strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses, Geotechnical Engineering Research, Report No. UCB/GT/80-O1. Berkeley, CA, USA: University of California.

[6] Guler, E., Hamderi, M., Demirkan, M.M., 2007. Numerical analysis of reinforced soil retaining wall structures with cohesive and granular backfills. Geosynth. Int. 14 (6), 330–345.

[7] Hatami, K., Bathurst, R.J., 2005. Development and verification of a numerical model for the analysis of geosynthetic reinforced-soil segmental walls. Can. Geotech. J. 42 (4), 1066–1085.

[8] Mirmoradi, S.H., Ehrlich, M., 2015a. Modeling of the compaction-induced stress on reinforced soil walls. J. Geotext. Geomembranes 43 (1), 82–88.

[9] Mirmoradi, S.H., Ehrlich, M., 2015b. Numerical evaluation of the behavior of GRS walls with segmental block facing under working stress conditions. ASCE J. Geotech. Geoenviron. Eng. 141 (3) 

 

Professor

  • Seyedhamed Mirmoradi

 

Créditos / CH (Credits/ Workload)

3.0 / 45h 

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