Constitutive model of frozen-soil dynamic characteristics under impact loading

Author:

Fu Tiantian,Zhu Zhiwu,Cao Chenxu

Funder

the National Key Research and Development Program of China

National Natural Science Foundation of China

the Applied Basic Research Project of Science and Technology Department of Sichuan Province, China

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Computational Mechanics

Reference52 articles.

1. French, H.M.: The Periglacial Environment, 2nd edn. Wiley, New York (1996)

2. Tsytovich, N.A., Swinzow, E., Tschebotarioff, G.: The Mechanics of Frozen Ground. McGraw-Hill, New York (1975)

3. Ji-Lin, Q.I., Wei, M.A.: State-of-art of research on mechanical properties of frozen soils. Rock Soil Mech. 31(1), 133–143 (2010)

4. Li, D., Yang, X., Chen, J.: A study of triaxial creep test and yield criterion of artificial frozen soil under unloading stress paths. Cold Reg. Sci. Technol. 141, 163–170 (2017)

5. Yao, X., Qi, J., Qiao, X., et al.: An isotache model for frozen soil taking into account the effect of creep on plastic yield pressure. KSCE J. Civ. Eng. 22(2), 555–564 (2018)

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