Fractional derivative in the elastic-viscoplastic stress-strain state model describing anisotropic creep of soft clays

Author:

Wang Li-ye,Zhou Feng-xi

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,General Chemical Engineering

Reference38 articles.

1. Adachi, T., Oka, F.: Constitutive equations for normally consolidated clay based on elasto-viscoplasticity. Soil Found. 22(4), 57–70 (1982)

2. Adolfsson, K., Enelund, M., Olsson, P.: On the fractional order model of viscoelasticity. Mech. Time-Depend. Mater. 9(1), 15–34 (2005)

3. Buisman, A.S.: Results of long duration settlement tests. In: Proc. 1st Int. Conf. on Soil Mechanics and Foundation Engineering, vol. 1, pp. 103–107 (1936)

4. Dafalias, Y.F.: Bounding surface elastoplasticity-viscoplasticity for particulate cohesive media. In: Luger, H.J. (ed.) Proceedings of IUTAM Symposium on Deformation and Failure of Granular Materials, pp. 97–107. A.A. Balkema, Rotterdam (1982)

5. Enelund, M., Lennart, M., Runesson, K., Josefson, B.L.: Formulation and integration of the standard linear viscoelastic solid with fractional order rate laws. Int. J. Solids Struct. 36(16), 2417–2442 (1999)

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1. Undrained creep behavior of a compacted clay under low confining pressure;Mechanics of Time-Dependent Materials;2022-12-05

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