Constitutive model for tailing soils subjected to freeze–thaw cycles based on meso-mechanics and homogenization theory

Author:

Liu Youneng,Liu Enlong,Yin Zhenyu

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference51 articles.

1. Aubertin M, Ricard JF, Chapuis RP (1999) A predictive model for the water retention curve: application to tailings from hard-rock mines. Can Geotech J 35(35):55–69

2. Beier NA, Sego DC (2009) Cyclic freeze–thaw to enhance the stability of coal tailings. Cold Reg Sci Technol 55(3):278–285

3. Booshehrian A, Wan R, Su X (2019) Hydraulic variations in permafrost due to open-pit mining and climate change: a case study in the Canadian Arctic. Acta Geotech 5:1–32

4. Bourgès-Gastaud S, Dolez P, Blond E, Touze-Foltz N (2017) Dewatering of oil sands tailings with an electrokinetic geocomposite. Miner Eng 100:177–186

5. Cai L, Ma B, Li X, Lv Y, Liu Z, Jian S (2016) Mechanical and hydration characteristics of autoclaved aerated concrete (AAC) containing iron-tailings: effect of content and fineness. Constr Build Mater 128:361–372

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