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Materials Research Innovations Volume 19, 2015 - Issue sup5: Global Conference on Materials Science and Engineering (CMSE 2014)
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Research Papers

Identification of constitutive model for rock materials based on immune continuous ant colony algorithm

W. GaoCollege of Civil and Transportation EngineeringHohai University, Nanjing210098, ChinaCorrespondence[email protected]
Pages S5-311-S5-315 | Received 20 Oct 2014, Accepted 18 Dec 2014, Published online: 30 May 2015

References

  • W. Gao and Q. S. Liu: ‘Back analysis for underground engineering based on bionics computation intelligence’, 2009, Beijing, Science Press.
  • S. H. Chen, S. F. Chen and I. Shahrour: ‘The feedback analysis of excavated rock slope’, Rock Mech. Rock Eng., 2001, 34, 39–56.
  • C. X. Yang, Y. H. Wu and X. T. Feng: ‘Geotechnical parameter identification of no-tension elastic-plastic model using extended Kalman filter’, Mater. Res. Innov., 2011, 15, s613–s616.
  • Z. Y. Wang and Y. P. Li: ‘Rheological theory of rock mass and its numerical simulation’, 2008, Beijing, Science Press.
  • M. Dorigo and T. Stutzle: ‘Ant colony optimization’, 2004, Cambridge, MIT Press.
  • M. H. Afshar: ‘A parameter free continuous ant colony optimization algorithm for the optimal design of storm sewer networks: constrained and unconstrained approach’, Adv. Eng. Softw., 2010, 41, 188–195.
  • Q. Jiang, X. T. Feng, H. Zhou, J. L. Chen and X. B. Wan: ‘In situ damage testing of rock mass in large underground cavern’, Mater. Res. Innov., 2011, 15, s531–s535.
  • W. Gao: ‘Identification of geo-material rheological constitutive model based on fast-convergent genetic algorithm’, J. Cent. South Univ. Technol., 2007, 14, s22–s26.
  • W. Gao: ‘Identification of constitutive model for geo-materials using bionics algorithm’, Key Eng. Mater., 2004, 274, 259–264.

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