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On the time-dependent behaviour of unsaturated geomaterials

  • Université Paris-Est
  • Schlumberger Utilities Technol. Grp.

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Résumé

In this paper a rate dependent model for unsaturated geomaterials is presented. The constitutive laws for the description of the time-dependent behaviour of saturated and partially saturated geomaterials generalize the isotach approach to the elastoplastic strain hardening based constitutive laws for partially saturated soils. The formulation encompasses rate and creep effects together with suction dependency on creep. It constitutes an extension of the work presented in (De Gennaro et al. 2009; Pereira and De Gennaro 2009). Some perspectives about the constitutive modelling of time-dependent behaviour of geomaterials saturated by a single or two fluids, including soft rocks are proposed. Practical applications include modelling of (i) shallow quarries submitted to humidity changes, (ii) oil reservoir formations or (iii) geological storage of CO 2. In this study, the formulation of the constitutive model is presented. Numerical predictions including explicit influence of suction on time dependency of material's behaviour are compared to available experimental data on oil reservoir and quarry chalks and discussed.

langue originaleAnglais
titreUnsaturated Soils - Proceedings of the 5th International Conference on Unsaturated Soils
Pages921-925
Nombre de pages5
étatPublié - 1 déc. 2011
Modification externeOui
Evénement5th International Conference on Unsaturated Soils - Barcelona, Espagne
Durée: 6 sept. 20108 sept. 2010

Série de publications

NomUnsaturated Soils - Proceedings of the 5th International Conference on Unsaturated Soils
Volume2

Une conférence

Une conférence5th International Conference on Unsaturated Soils
Pays/TerritoireEspagne
La villeBarcelona
période6/09/108/09/10

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