冻融循环作用后白砂岩物理力学性质及声发射特征试验研究

    Experimental study on the physical and mechanical properties and acoustic emission characteristics of white sandstone after freeze-thaw cycles

    • 摘要: 为了研究冻融循环次数与冻融时长对岩石物理力学特性的影响,以白砂岩为研究对象,开展了2种冻融时长与5种冻融循环次数的冻融试验,并对冻融循环后的白砂岩进行单轴压缩声发射(AE)试验,重点研究了冻融循环次数、冻融时长对白砂岩物理力学性质及声发射特征的影响,同时分析了白砂岩破坏过程中的声发射主频多重分形特征。研究结果表明:①随着冻融循环次数和冻融时长的增加,白砂岩的质量、纵波波速、峰值应力和弹性模量均逐渐减小,孔隙度与峰值应变逐渐增加;②冻融循环对白砂岩孔隙结构的影响,主要表现为T2谱总面积的显著增长和大孔的快速扩展,且冻融时间的增加会加剧岩石内部的孔隙扩展和结构破坏;③随着冻融循环次数增加,应力应变曲线的压密阶段上凹程度减弱,弹性阶段斜率逐渐减小,屈服阶段非线性变形加剧,破坏阶段变形量增大,且较长冻融时长,导致岩样结构劣化显著;④声发射事件率变化可划分为初始活跃阶段、稳定增长阶段和陡增高峰阶段。随着冻融循环次数的增加,累计声发射事件率不断增加,随着冻融时长的增加,累计声发射事件率增长更显著;⑤随着冻融循环次数和冻融时长的增加,声发射多重分形参数Δα减小,Δf增大,冻融循环次数的增加降低了声发射信号差异性,随着冻融时长的增加,声发射信号越均匀。

       

      Abstract: In order to investigate the effects of freeze-thaw duration times and freeze-thaw duration on the physical and mechanical properties of rocks, two freeze-thaw cycles and five cycle times are conducted on white sandstone as the research object. Uniaxial compression acoustic emission (AE) tests are also conducted on the white sandstone after freeze-thaw cycles, with a focus on studying the effects of freeze-thaw cycle times and freeze-thaw duration on the physical and mechanical properties and AE characteristics of white sandstone. At the same time, the multifractal characteristics of the main frequency of AE during the failure process of white sandstone are analyzed. The results show that: ① with the increase of freeze-thaw cycles and freeze-thaw duration, the mass, longitudinal wave velocity, peak stress, and elastic modulus of white sandstone gradually decrease, while porosity and peak strain gradually increase; ② the impact of freeze-thaw cycles on the pore structure of rocks is mainly manifested by a significant increase in the total area of T2 spectra and rapid expansion of macropores, and an increase in freeze-thaw time will exacerbate pore expansion and structural damage inside the rock; ③ as the number of freeze-thaw cycles increases, the concavity of the stress-strain curve in the compression stage weakens, the slope of the elastic stage gradually decreases, the nonlinear deformation in the yield stage intensifies, the deformation in the failure stage increases, and the longer freeze-thaw time leads to significant deterioration of the rock sample structure; ④ the variation of AE event rate can be divided into initial active stage, stable growth stage, and sudden peak stage. As the number of freeze-thaw cycles increases, the cumulative AE event rate continues to increase, and with the increase of freeze-thaw duration, the cumulative AE event rate increases more significantly; ⑤ as the number of freeze-thaw cycles and freeze-thaw duration increase, the multifractal parameter of AE Δα decreases and Δf increases. The increase in freeze-thaw cycles reduces the variability of AE signals, and as the freeze-thaw duration increases, the AE signals become more uniform.

       

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