Abstract
This paper presents a hypoplastic constitutive model for the viscous behaviour of frozen soil. Then the model is implemented into \(\mathrm{FLAC3D}^{\circledR }\). The performance of the model is demonstrated by simulating a compression creep test with the tertiary stage and the deformation of an embankment.
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References
Xu, G., Wu, W., Qi, J.: Modeling the viscous behavior of frozen soil with hypoplasticity. Int. J. Numer. Anal. Methods Geomech. 40(15), 2061–2075 (2016)
Wu, W.: On high-order hypoplastic models for granular materials. J. Eng. Mech. 56(1), 23–34 (2006)
Acknowledgement
The National Natural Science Foundation of China (grant No. 11702304, 41572268, 41671061), the CAS Pioneer Hundred Talents Program granted to Dr. G. Xu, and the State Key Laboratory of Frozen Soil Engineering (grant No. SKLFSE201714) are acknowledged for their support to this work.
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Xu, G., Wu, W., Qi, J., Yao, X., Yu, F., Guo, A. (2018). A Visco-Hypoplastic Constitutive Model and Its Implementation. In: Wu, W., Yu, HS. (eds) Proceedings of China-Europe Conference on Geotechnical Engineering. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-319-97112-4_21
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DOI: https://doi.org/10.1007/978-3-319-97112-4_21
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