4.4 Article

Effects of Freeze-Thaw Cycles on the Mechanical Properties of the Core-Wall Contact Clay of a Dam

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Mechanical behaviour and constitutive model of tailing soils subjected to freeze-thaw cycles

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Summary: The study found that cement failure and the expansion of mean pore size inside tailings are the main factors adversely affecting the mechanical and deformation properties of tailing soils. With an increasing number of freeze-thaw cycles, the modulus and strength of tailing soils decrease, while the trend of volume expansion decreases as well. Additionally, a fractional order constitutive model based on tested results and fractional calculus theory was proposed to provide qualitative and quantitative modeling of tailing soils subjected to freeze-thaw cycles.

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