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Article Dans Une Revue Computers and Geotechnics Année : 2003

Identification of rock mass properties in elasto-plasticity

D. Nguyen Minh
  • Fonction : Auteur

Résumé

A simple and effective back analysis method has been proposed on the basis of a new criterion of identification, the minimization of error on the virtual work principle. This method works for both linear elastic and nonlinear elasto-plastic problems. The elasto-plastic rock mass properties for different criteria of plasticity can be well identified based on field measurements.
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Dates et versions

hal-00111371 , version 1 (26-09-2019)

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D. Deng, D. Nguyen Minh. Identification of rock mass properties in elasto-plasticity. Computers and Geotechnics, 2003, 30, pp.27-40. ⟨10.1016/S0266-352X(02)00033-2⟩. ⟨hal-00111371⟩
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