Mechanical properties and acoustic emission characteristics of basalt fiber reinforced cemented silty sand subjected to freeze–thaw cycles

• Published in: Scientific reports Vol. 14; no. 1; pp. 21888 - 15
• Main Authors: Sun, Shuang, Liu, Xue, Liu, Hanbing, Shi, Chenglin, Xu, Lina, Huang, Zhanfang, Sui, Yongqiang
• Format: Journal Article
• Language: English
• Published: London Nature Publishing Group UK 19.09.2024; Nature Publishing Group; Nature Portfolio
• Subjects: 639/166; 639/301; Acoustic emission; Acoustic emission (AE) characteristics; Basalt; Basalt fiber (BF) reinforced cemented silty sand; Curing; Energy; Freeze-thawing; Freeze–thaw (F–T) cycles; Humanities and Social Sciences; Mechanical properties; multidisciplinary; Sand; Science; Science (multidisciplinary); Seasonally frozen zones; Soil properties; Unconfined compression strength (UCS); Freeze–thaw (F–T) cycles; Acoustic emission (AE) characteristics; Unconfined compression strength (UCS); Seasonally frozen zones; Basalt fiber (BF) reinforced cemented silty sand
• ISSN: 2045-2322; 2045-2322
• DOI: 10.1038/s41598-024-71882-6

Freeze–thaw (F–T) cycling poses a significant challenge in seasonally frozen zones, notably affecting the mechanical properties of soil, which is a critical consideration in subgrade engineering. Consequently, a series of unconfined compressive strength tests were conducted to evaluate the influence of various factors, including fiber content, fiber length, curing time, and F–T cycles on the unconfined compression strength (UCS) of fiber-reinforced cemented silty sand. In parallel, acoustic emission (AE) testing was conducted to assess the AE characteristic parameters (e.g., cumulative ring count, cumulative energy, energy, amplitude, RA, and AF) of the same material under F–T cycles, elucidating the progression of F–T-induced damage. The findings indicated that UCS initially increased and then declined as fiber content increased, with the optimal fiber content identified at 0.2%. UCS increased with prolonged curing time, while increases in fiber length and F–T cycles led to a reduction in UCS, which then stabilized after 6 to 10 cycles. Stable F–T cycles resulted in a strength loss of approximately 30% in fiber-reinforced cemented silty sand. Furthermore, AE characteristic parameters strongly correlated with the stages of damage. F–T damage was segmented into three stages using cumulative ring count and cumulative energy. An increase in cumulative ring count to 0.02 × 10 4 times and cumulative energy to 0.03 × 10 4  mv·μs marked the emergence of critical failure points. A sudden shift in AE amplitude indicated a transition in the damage stage, with an amplitude of 67 dB after 6 F–T cycles serving as an early warning of impending failure.