Skip to main content
Log in

Critical State Models in Non-Cohesive Media Mechanics (Review)

  • Published:
Mechanics of Solids Aims and scope Submit manuscript

Abstract

In this review, we analyze the basic equations and assumptions for the design of critical state models used in the mechanics of non-cohesive media. The relationship of the modified cam clay model with related models of the plasticity theory with isotropic hardening described by closed plasticity surfaces is noted. The state equations of modified cam clay models in the elastic zone are analyzed; the studies, in which the elastic state is described by the hyperelasticity equations with exponential potential, are noted. Generalizations of modified cam clay models to the case of finite deformations are considered. It is important to note that additional research on kinematic combined loading in the spherical and deviatoric regions is needed.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1.
Fig. 2.

Similar content being viewed by others

REFERENCES

  1. C. Aboim and W. Roth, “Bounding surface plasticity theory applied to cyclic loading of sand,” in Proc. Int. Symp. on Numerical Models in Geomechanics (Zurich, 1982), pp. 65–72.

  2. A. Al Tabbaa and D. M. Wood, “An experimentally based bubble model for clay,” in Proc. 3rd Int. Symp. on Numerical Models in Geomechanics (NUMOG III) (Niagara Falls, 1989), pp. 90–99.

  3. H. Alawaji, K. Runesson, S. Sture, and K. Axelsson, “Implicit integration in soil plasticity under mixed control for drained and undrained response,” Int. J. Numer. Anal. Methods Geomech. 13, 737–756 (1992).

    Article  MATH  Google Scholar 

  4. K. H. Andersen, “Bearing capacity under cyclic loading – offshore, along the coast, and on land,” Can. Geotech. J. 46, 513–535 (2009).

    Article  Google Scholar 

  5. F. Armero and A. Pérez-Foguet, “On the formulation of closest-point projection algorithms in elastoplasticity – part I: the variational structure,” Int. J. Numer. Methods Eng. 53, 297–329 (2002).

    Article  MATH  Google Scholar 

  6. F. Auricchio and R. Taylor, “A return-map algorithm for general associative isotropic elasto-plastic materials in large deformation regimes,” Int. J. Plast. 15, 1359–1378 (1999).

    Article  MATH  Google Scholar 

  7. F. Auricchio, R. L. Taylor, and J. Lubliner, “Application of a return map algorithm to plasticity models,” in Computational Plasticity, Ed. by D. R. J. Owen, (CIMNE, Barcelona, 1992), pp. 2229–2248.

    MATH  Google Scholar 

  8. D. Bigoni and T. Hueckel, “Uniqueness and localization associative and non-associative elasto-plasticity,” Int. J. Solids Struct. 28, 197–213 (1991).

    Article  MATH  Google Scholar 

  9. R. I. Borja and S. R. Lee, “Cam-clay plasticity. Part I: implicit integration of elasto-plastic constitutive relations,” Comput. Methods Appl. Mech. Eng. 78, 49–72 (1990).

    Article  ADS  MATH  Google Scholar 

  10. R. Borja, K. Sama, and P. Sanz, “On the numerical integration of three-invariant elastoplastic constitutive models,” Comput. Methods Appl. Mech. Eng. 192, 1227–1258 (2003).

    Article  ADS  MATH  Google Scholar 

  11. R. Borja and C. Tamagnini, “Cam-clay plasticity, part III: extension of the infinitesimal model to include finite strains,” Comput. Methods Appl. Mech. Eng. 155, 73–95 (1998).

    Article  ADS  MATH  Google Scholar 

  12. G. Buscarnera, G. Dattola, and C. di Prisco, “Controllability, uniqueness and existence of the incremental response: a mathematical criterion for elastoplastic constitutive laws,” Int. J. Solids Struct. 48, 1867–1878 (2011).

    Article  Google Scholar 

  13. C. Callari, F. Auricchio, and E. Sacco, “A finite-strain cam-clay model in the framework of multiplicative elasto-plasticity,” Int. J. Plast. 14, 1155–1187 (1998).

    Article  MATH  Google Scholar 

  14. J. P. Carter, J. R. Booker, and C. P. Wroth, “Acritical state soil model for cyclic loading,” in Soil Mechanics-Transient and Cyclic Loading, Ed. by G. N. Pande and O. C. Zienkiewicz (Wiley, Chichester, 1982), pp. 219–252.

    Google Scholar 

  15. R. Conti, C. Tamagnini, and A. De Simone, “Critical softening in cam-clay plasticity: adaptive viscous regularization, dilated time and numerical integration across stress-strain jump discontinuities,” Comput. Methods Appl. Mech. Eng. 258, 118–133 (2013).

    Article  ADS  MathSciNet  MATH  Google Scholar 

  16. Y. F. Dafalias and L. R. Herrmann, “A bounding surface soil plasticity model,” in Proc. Int. Symp. on Soils Under Cyclic and Transient Loading (Swansea, 1980), pp. 335–345.

  17. G. Dal Maso and A. De Simone, “Quasistatic evolution for cam-clay plasticity: examples of spatially homogeneous solutions,” Math. Models Methods Appl. Sci. 19, 1643–1711 (2009).

    Article  MathSciNet  MATH  Google Scholar 

  18. G. Dal Maso, A. De Simone, and F. Solombrino, “Quasistatic evolution for cam-clay plasticity: a weak formulation via viscoplastic regularization and time rescaling,” Calculus Var. Partial Differ. Equations 40, 125–181 (2011).

    Article  MathSciNet  MATH  Google Scholar 

  19. G. Dal Maso and F. Solombrino, “Quasistatic evolution for cam-clay plasticity: the spatially homogeneous case,” Networks Heterog. Media 5, 97–132 (2010).

    Article  MathSciNet  MATH  Google Scholar 

  20. K. Hashiguchi, “On the linear relations of V-ln p and ln V-ln p for isotropic consolidation of soils,” Int. J. Numer. Anal. Methods Geomech. 19, 367–376 (1995).

    Article  MATH  Google Scholar 

  21. H. Hirai, “An elastoplastic constitutive model for cyclic behaviour of sands,” Int. J. Numer. Anal. Methods Geomech. 11, 503–520 (1987).

    Article  MATH  Google Scholar 

  22. J. Liu and J. Xiao, “Experimental study on the stability of railroad silt subgrade with increasing train speed,” J. Geotech. Geoenviron. Eng. 10, 833–841 (2010).

    Article  Google Scholar 

  23. Z. Mroz, “On the description of anisotropic work hardening,” J. Mech. Phys. Solids 15, 163–175 (1967).

    Article  ADS  Google Scholar 

  24. J. Ni, B. Indraratna, X. Geng, J. Carter, and Y. Chen, “Model of soft soils under cyclic loading,” Int. J. Geomech. Eng. 10, 1–10 (2014).

    Google Scholar 

  25. J. Papuga, “A survey on evaluating the fatigue limit under multiaxial loading,” Int. J. Fatigue 33, 153–165 (2011).

    Article  Google Scholar 

  26. A. J. Puppala, L. N. Mohammad, and A. Allen, “Permanent deformation characterization of subgrade soils from RLT test,” J. Mater. Civil Eng. 11, 274–282 (1999).

    Article  Google Scholar 

  27. K. H. Roscoe and J. B. Burland, “On the generalized stress-strain behavior of wet clay,” in Engineering Plasticity, Ed. by J. Heyman and F. A. Leckie (Univ. Press, Cambridge, 1968), pp. 535–609.

    Google Scholar 

  28. K. H. Roscoe, A. N. Schofield, and C. P. Wroth, “On the yielding of soils,” Geotechnique 8, 22–53 (1958).

    Article  Google Scholar 

  29. K. H. Roscoe and A. N. Schofield, “Mechanical behavior of an idealized wet clay,” in Proc. 2nd European Conf. on Soil Mechanics and Foundation Engineering (Wiesbaden, 1963), Vol. 1, pp. 47–54.

  30. D. A. Sangrey, “Cyclic loading of sands, silts and clays. Earthquake engineering and soil dynamics,” in Proc. ASCE Geotechnical Engineering Division Specialty Conf. (Pasadena, 1978), pp. 836–851.

  31. A. N. Schofield and C. P. Wroth, Critical State Soil Mechanics (McGraw-Hill, London, 1968).

    Google Scholar 

  32. E. T. Selig, “Soil failure modes in undrained cyclic loading,” J. Geotech. Eng. Div. 107, 539–551 (1981).

    Article  Google Scholar 

  33. M. A. Shahin, R. B. H. Loh, and H. R. Nikraz, “Some observations on the behaviour of soft clay under undrained cyclic loading,” J. Geo Eng. 6, 109–112 (2011).

    Google Scholar 

  34. J. C. Simo and G. Meschke, “A new class of algorithms for classical plasticity extended to finite strains. Application to geomaterials,” Comput. Mech. 11, 253–278 (1993).

    Article  MathSciNet  MATH  Google Scholar 

  35. M. Takahashi, D. W. Hight, and P. R. Vaughan, “Effective stress changes observed during undrained cyclic triaxial tests on clay,” in Proc. Int. Symp. on Soils Under Cyclic and Transient Loading, Ed. by G. N. Pande and O. C. Zienkiewicz (Balkema, Rotterdam, 1980), pp. 201–209.

  36. J. Uzan, Characterization of Granular Materials (National Research Council, Washington, 1985), pp. 52–59.

    Google Scholar 

  37. S. J. Van Eekelen and P. Van den Berg, “The delft egg model, a constitutive model for clay,” in Proc. DIANA Comput. Mech.’94 (Springer, 1994), pp. 103–116.

  38. D. M. Wood, Soil Behaviour and Critical State Soil Mechanics (Univ. Press, Cambridge, 1990).

    MATH  Google Scholar 

  39. J. Zhou and X. Gong, “Strain degradation of saturated clay under cyclic loading,” Can. Geotech. J. 38, 208–212 (2001).

    Article  Google Scholar 

  40. O. Zienkiewicz and Z. Mroz, “Generalized plasticity formulation and applications to geomechanics,” in Mechanics of Engineering Materials, Ed. by C. S. Desai and R. H. Gallagher (Wiley, Chichester, 1984), Chapter 33, pp. 655–679.

    Google Scholar 

  41. R. V. Gol’dshtein and S. V. Kuznetsov, “Modified cam-clay model. Basics of the theory and numerical analysis,” Vychisl. Mekh. Sploshnykh Sred, No. 2, 162–172 (2016).

    Google Scholar 

  42. R. V. Goldstein, A. V. Dudchenko, and S. V. Kuznetsov, “The modified cam-clay (MCC) model: cyclic kinematic deviatoric loading,” Arch. Appl. Mech. 86, 2021–2031 (2016).

    Article  ADS  Google Scholar 

  43. A. V. Dudchenko and S. V. Kuznetsov, “The modified Mohr-Coulomb and Drucker-Prager models. Influence of eccentricity on hysteresis loop and energy loss,” Int. J. Comp. Civil Struct. Eng. 13, 35–44 (2017).

    Google Scholar 

  44. A. V. Ilyashenko and S. V. Kuznetsov, “Cam-clay models in mechanics of granular materials,” Mech. Mech. Eng. 21, 813–821 (2017).

    Google Scholar 

  45. R. V. Goldshtein, A. V. Ilyashenko, and S. V. Kuznetsov, “Lamb waves in anisotropic media: six-dimensional Cauchy formalism,” Math. Models Comput. Simul. 10 (3), 308–314 (2018).

    Article  MathSciNet  Google Scholar 

  46. L. Sijia, M. Brun, I. Djeran-Maigre, and S. Kuznetsov, “Hybrid asynchronous absorbing layers based on Kosloff damping for seismic wave propagation in unbounded domains,” Comput. Geotech. 109, 69–81 (2019).

    Article  Google Scholar 

  47. S. V. Kuznetsov and H. Maigre, “Granular metamaterials for seismic protection. Hyperelastic and hypoelastic models,” IOP Conf. Ser. 1425, 012184 (2020).

  48. H. V. Pham, D. Dias, and A. V. Dudchenko, “3D modeling of geosynthetic-reinforced pile-supported embankment under cyclic loading,” Geosynth. Int. 27, 157–169 (2020).

    Article  Google Scholar 

  49. W. M. Coombs, “Continuously unique anisotropic critical state hyperplasticity,” Int. J. Numer. Anal. Methods Geomech. 41, 578–601 (2017).

    Article  Google Scholar 

  50. N. Sivasithamparam and J. Castro, “An anisotropic elastoplastic model for soft clays based on logarithmic contractancy,” Int. J. Numer. Anal. Methods Geomech. 40, 596–621 (2016).

    Article  Google Scholar 

  51. P. Q. Mo and H. S. Yu, “Undrained cavity contraction analysis for prediction of soil behavior around tunnels,” Int. J. Geomech. 17, Pap. #04016121 (2017).

  52. K. Liu and S. L. Chen, “Theoretical analysis on drained cylindrical cavity expansion in anisotropic modified cam clay,” in Proc. Int. Conf. Geo Shanghai 2018 (Shanghai, China, May 27–30, 2018), Paper #A0555.

  53. S. L. Chen and K. Liu, “Undrained cylindrical cavity expansion in anisotropic critical state soils,” Geotechnique 69, 189–202 (2019).

    Article  Google Scholar 

Download references

Funding

The work was supported by the Russian Science Foundation, project no. 20-49-08002.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to S. V. Kuznetsov.

Additional information

Translated by A. Ivanov

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Kuznetsov, S.V. Critical State Models in Non-Cohesive Media Mechanics (Review). Mech. Solids 55, 1423–1431 (2020). https://doi.org/10.3103/S0025654420080142

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.3103/S0025654420080142

Keywords:

Navigation