Fractional-order modelling of state-dependent non-associated behaviour of soil without using state variable and plastic potential
Author:
Publisher
Springer Science and Business Media LLC
Subject
Applied Mathematics,Algebra and Number Theory,Analysis
Link
http://link.springer.com/content/pdf/10.1186/s13662-019-2040-5.pdf
Reference51 articles.
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3. Javanmardi, Y., Imam, S.M.R., Pastor, M., Manzanal, D.: A reference state curve to define the state of soils over a wide range of pressures and densities. Geotechnique 68(2), 95–106 (2018). https://doi.org/10.1680/jgeot.16.P.136
4. Yang, J., Li, X.: State-dependent strength of sands from the perspective of unified modeling. J. Geotech. Geoenviron. Eng. 130(2), 186–198 (2004). https://doi.org/10.1061/(ASCE)1090-0241(2004)130:2(186)
5. Ishihara, K.: Liquefaction and flow failure during earthquakes. Geotechnique 43(3), 351–451 (1993). https://doi.org/10.1680/geot.1993.43.3.351
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