2023
DOI: 10.1155/2023/3399012
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Mesoscopic Freeze-Thaw Damage Evolution Characteristics of Fractured Sandstone at Different Saturations

Abstract: To study the effect of saturation on the freeze-thaw damage of fractured rocks in cold regions, five prefabricated oval double-hole red sandstones with different saturations were prepared. Three-dimensional images of rock fractures were obtained by CT technology. The freeze-thaw damage mechanism and critical saturation of the red sandstone were explored through the fracture propagation evolution and quantitative characterization of the pore structure. The experimental results show that the pore size distributi… Show more

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“…In recent years, the adoption of CT technology in geotechnical engineering has spurred numerous scholars to pursue research with this sophisticated tool (Maľa et al, 2022;Maji and Murton, 2020). Song et al (2023) utilized CT scanning to study the F-T damage of sandstone under varying saturation conditions, revealing that pore size distribution reflects complex pore structures, with an increase in the proportion of large pores and mesopores with F-T cycles. Wang et al (2020) used CT scanning to study the effects of F-T cycles on granite samples with two non-parallel fractures, indicating that F-T cycles and the inclination angle both affect crack propagation paths and rock bridge fracture behavior.…”
mentioning
confidence: 99%
“…In recent years, the adoption of CT technology in geotechnical engineering has spurred numerous scholars to pursue research with this sophisticated tool (Maľa et al, 2022;Maji and Murton, 2020). Song et al (2023) utilized CT scanning to study the F-T damage of sandstone under varying saturation conditions, revealing that pore size distribution reflects complex pore structures, with an increase in the proportion of large pores and mesopores with F-T cycles. Wang et al (2020) used CT scanning to study the effects of F-T cycles on granite samples with two non-parallel fractures, indicating that F-T cycles and the inclination angle both affect crack propagation paths and rock bridge fracture behavior.…”
mentioning
confidence: 99%