Critical state constitutive models and shear loading of overconsolidated clays with deviatoric hardening
References
- Amorosi, A., Boldini, D., & Germano, V. (2008). Implicit integration of a mixed isotropic kinematic hardening plasticity model for structured clays. International journal for numerical and analytical methods in geomechanics, 32(10), 1173–1203.
- Barla, M. (1999). Tunnels in swelling ground: simulation of 3d stress paths by triaxial laboratory testing (Unpublished doctoral dissertation). Po-litecnico di Torino.
- Bishop, A. W., & Henkel, D. J. (1957). The measurment of soil properties in the triaxial test. Edward Arnold Publishers.
- Chakraborty, T., Salgado, R., & Loukidis, D. (2013). A two-surface plasticity model for clay. Computers and Geotechnics, 49, 170-190.
- Chen, J. (2017). A monotonic bounding surface critical state model for clays. Acta Geotechnica, 12, 225-230.
- Chen, Y., & Yang, Z. (2017). A family of improved yield surfaces and their application in modeling of isotropically over-consolidated clays. Computers and Geotechnics, 90, 133–143.
- Dafalias, Y. F. (1986). An anisotropic critical state soil plasticity model. Mechanics Research communications, 13, 341-347.
- Dafalias, Y. F. (2016). Must critical state theory be revisited to include fabric effects? Acta Geotechnica, 11, 479-491.
- Dafalias, Y. F., Manzari, M. T., & Papadimitriou, A. G. (2006). Saniclay: simple anisotropic clay plasticity model. International Journal For Numerical and Analytical Methods In Geomechanics, 30, 1231-1257.
- Dafalias, Y. F., & Taiebat, M. (2013). Anatomy of rotational hardening in clay plasticity. Géotechnique, 63, 1406-1418.
- DAO, L. Q. (2015). Etude du comportement anisotrope de l’argile de boom (Unpublished doctoral dissertation). Ecole des Ponts ParisTech.
- Desai, C., Somasundaram, S., & Frantziskonis, G. (1986). A hierarchical ap-proach for constitutive modelling of geologic materials. International Journal for Numerical and Analytical Methods in Geomechanics, 10(3), 225–257.
- Desai, C. S. (1980). A general basis for yield, failure and potential func-tions in plasticity. International Journal for Numerical and Analytical Methods in Geomechanics, 4(4), 361–375.
- Einav, I., & Puzrin, A. M. (2004). Pressure-dependent elasticity and energy conservation in elastoplastic models for soils. Journal of Geotechnical and Geoenvironmental engineering, 63(8), 81-92.
- Gasparre, A. (2005). Advanced laboratory characterization of london clay (Unpublished doctoral dissertation). Imperial College London.
- Gens, A., & Potts, D. M. (1988). Critical state models in computational geomechanics. Engineering Computation, 5, 178-197.
- Gilelron, N. (2016). Use of the hardening soil model for urban tunnels design. In 25th european young geotechnical engineers conference, sibiu, romania.
- Gilleron, N., & Bourgeois, E. (2016). Influence of deviatoric stress depen-dent stiffness on settlement trough width in 2d and 3d finite element modelling of tunnelling. In (p. 567-576).
- Hattab, M., & Hicher, P.-Y. (2004). Dilating behaviour of overconsolidated clay. Soils and Foundations, 44(4), 27–40.
- Hong, P. Y., Pereira, J. M., Tang, A. M., & Cui, Y. J. (2016). A two-surface plasticity model for stiff clay. Acta Geotechnica, 11, 871-885.
- Houlbsy, G. T., Amorosi, A., & Rojas, E. (2005). Elastic moduli of soils dependent on pressure: a hyperelastic formulation. Géotechnique, 55(5), 383-392.
- Jin, Z. Y., Xu, Q., & Hicher, P. Y. (2017). Estimation of critical state-related formula in advanced constitutive modeling of granular mate-rial. Acta Geotechnica, 12(6), 1329-1351.
- Lagioia, R., & Potts, D. M. (1988). A new versatile expression for yield and plastic potential surfaces. Computers and Geotechnics, 5, 178-197.
- Liu, M., & Carter, J. (2002). A structured cam clay model. Canadian Geotechnical Journal, 39, 1313-1332.
- Mair, R. J. (1979). Centrifugal modelling of tunnel construction in sof clay (Unpublished doctoral dissertation). Cambridge University.
- Mroz, Z., & Zienkiewicz, O. C. (1984). Uniform formulation of constitutive equations for clays and sands. In Mechanics of engineering materials (John Wiley and Sons ed., p. 415-449).
- Obrzud, F. (2010). On the use of the hardening soil small strain model in geotechnical practice. Numerics in Geotechnics and Structures.
- Panet, M. (1995). Calcul des tunnels par la méthode convergence-confinement. Presses de l’Ecole Nationale des Ponts et Chaussées.
- Potts, D. M., & Zdravkovic, L. (1999). Finite element analysis in geotechnical engineering : theory. Thomas Telford.
- Roscoe, K. H., & Burland, J. B. (1968). On the generalized stress-strain behevior of wet clay. Cambridge University Press.
- Roscoe, K. H., Schofield, A. N., & Wroth, C. P. (1958). On the yielding of soils. Géotechnique, 8, 22-52.
- Schanz, T., & Vermeer, P. (2000). The hardening soil model: Formulation and verification. Beyond 2000 in Computational Geotechnics.
- Schofield, A., & Wroth, P. (1968). Critical state soil mechanics (Vol. 310). McGraw-Hill London.
- Serratrice, J. F. (2002). Outils et procédures de caractérisation des sols indurés et des roches tendres : l’expérience du lrpc d’aix en provence. PARAM, 313-326.
- Suebsuk, J., Horpibulsuk, S., & Liu, M. D. (2010). Modified structured cam clay: A generalised critical state model for destructured, nat-urally structured and artificially structured clays. Computers and Geotechnics, 37, 956-968.
- Suebsuk, J., Horpibulsuk, S., & Liu, M. D. (2011). A critical state soil model for overconsolidated clays. Computers and Geotechnics, 38, 648-658.
- Sultan, N., Cui, Y.-J., & Delage, P. (2010). Yielding and plastic behaviour of boom clay. Géotechnique, 60(9), 657-666.
- Tijani, M. (1996). Short description of viplef code. In Coupled thermo-hydro-mechanical processes of fractured media: mathematical and experimental studies (Elsevier ed., p. 507-511).
- Tijani, M. (2008). Contribution à l’étude thermomécanique des cavités réalisées par lessivage dans des formations géologiques salines. Uni-versité Pierre et Marie Curie.
- Truty, A., & Obrzud, R. (2015). Improved formulation of the hardening soil model in the context of modeling the undrained behavior of cohesive soils. Studia Geotechnica et Mechanica, 37(2), 61–68.
- Wood, D. M. (2003). Geotechnical modelling. CRC Press.
- Yu, H. S. (1998). Casm: A unified state parameter model for clay and sand. International Journal For Numerical and Analytical Methods In Geomechanics, 22, 1621-653.
- Yu, H. S. (2006). Plasticity and geotechnics. Springer.
- Zytynski, M., Randolph, M. F., & Wroth, C. P. (1978). On modelling the unloading-reloading behaviour of soils. International Journal for Numerical and Analytical Methods in Geomechanics, 2, 87-94.
Language: English
Page range: 247 - 262
Submitted on: May 20, 2019
Accepted on: Jul 11, 2019
Published on: Dec 30, 2019
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
Related subjects:
© 2019 Sara Rachdi, Emad Jahangir, Michel Tijani, Jean-François Serratrice, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.