A Damage Constitutive Model for a Rock under Compression after Freeze-Thaw Cycles Based on the Micromechanics

Abstract

The freeze-thaw cycles will cause continuous damage to the rock, which is much related to the microcrack length, rock permeability, and frost heaving pressure. However, the failure mechanism of the rock under compression after freeze-thaw cycles is not very clear; therefore, it is studied with the damage theory here. First of all, according to the hydraulic pressure theory, the relationship between the frost heaving pressure and the microcrack propagation length in one single microcrack is established based on the elastoplastic mechanics and fracture theory. Second, by assuming the total strain of the rock under compression is comprised of the initial damage strain, elastic strain, additional damage strain, and plastic damage strain, a constitutive model for a rock based on the deformation and propagation of the microcrack under compression after freeze-thaw cycles is established. Finally, the proposed model is verified with the test result. In all, the proposed model can perfectly reflect the deterioration of the rock mechanical behavior under compression after the freeze-thaw cycles.

A new damage constitutive model for frozen-thawed sandstone under triaxial conditions: Considering the characteristics of pre-peak compaction and post-peak residual strength

“…Those two models cannot describe the compaction stage and residual stage, but the elastic deformation, yielding and failure stage of the rock very well. Hongyan Liu et al (2021) established a constitutive model under triaxial stress loading for rock subjected to FTWCs treatment based on deformation and propagation of the microcrack. Huimei Zhang et al (2020) and Lei Shi et al (2021) considered the residual strength characteristics under triaxial stress loading for sandstone that underwent FTWCs treatment, and a damage constitutive model under triaxial stress loading for sandstone subjected to FTWCs treatment was established.…”

“…Hongyan Liu et al. (2021) established a constitutive model under triaxial stress loading for rock subjected to FTWCs treatment based on deformation and propagation of the microcrack. Huimei Zhang et al.…”