A nonlinear creep model for clay based on fractional-order elastic and viscous effect elements
Author:
Funder
The Sichuan Huaxi Group Co., Ltd.
The Sichuan Science and Technology Program
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-022-09880-z.pdf
Reference25 articles.
1. Adolfsson K, Enelund M, Olsson P (2005) On the fractional order model of viscoelasticity. Mech Time-Depend Mat 9(01):15–34. https://doi.org/10.1007/s11043-005-3442-1
2. Alimohammadi H, Izadi Babokani B (2020) Finite element electrodynamics modeling of a layered piezoelectric composite shell with different materials by using numerical software. ISSS J Micro Smart Syst 9:79–88. https://doi.org/10.1007/s41683-020-00052-3
3. Alimohammadi H, Zheng J, Buss A et al (2021) Finite element viscoelastic simulations of rutting behavior of hot mix and warm mix asphalt overlay on flexible pavements. Int J Pavement Res Technol 14:708–719. https://doi.org/10.1007/s42947-020-0057-5
4. Bhat DR, Bhandary NP, Yatabe R (2013) Residual-state creep behavior of typical clayey soils. Nat Hazards 69:2161–2178. https://doi.org/10.1007/s11069-013-0799-3
5. Gao H, Chen Y, Liu H et al (2012) Creep behavior of EPS composite soil. Sci China Technol Sci 55:3070–3080. https://doi.org/10.1007/s11431-012-4967-6
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