冻融循环作用下红砂岩物理力学性质及冻融损伤特性研究
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(河海大学地球科学与工程学院)

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邹峰(2000—),男,硕士研究生,主要从事岩体力学与岩体稳定性研究。Email:zf001115@163.com

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国家自然科学基金项目(41877212)


Study on physical and mechanical properties and freeze-thaw damage characteristics of red sandstone under freeze-thaw action
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(School of Earth Sciences and Engineering, Hohai University )

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    摘要:

    针对青藏高原高寒环境下红砂岩冻融损伤破坏严重的问题,选取该区域东南部完整性良好的红砂岩为研究对象,采用冻融循环试验、单轴压缩试验、核磁共振检测及表观裂隙定量化分析等多尺度试验方法,揭示了冻融循环作用下红砂岩物理力学性质与孔隙-裂隙损伤的耦合演化规律。结果表明:随着冻融循环次数的增加,岩样表面出现颗粒剥落现象,岩样干质量减小,孔隙率呈线性上升、饱和纵波波速呈指数衰减趋势;红砂岩单轴抗压强度与弹性模量随冻融循环次数增加而降低,70次冻融循环后岩石劣化速率加快;红砂岩横向弛豫时间谱呈3峰分布,随着冻融循环次数的增加,红砂岩大孔(>4.μm,半径)占比呈线性增长,小孔(>0.1~1.μm)与中孔(>1~4.μm)占比整体下降;冻融循环作用下岩石损伤逐渐由微观向宏观演化,30次冻融循环之间主要表现为微观孔隙的扩展与连通,30次后可见宏观裂隙发育,最终导致岩石开裂破坏;提出了结合弹性模量、大孔体积占比及裂隙率的红砂岩总损伤变量,实现了损伤变量的跨尺度定义,可为进一步认识青藏高原高寒环境下红砂岩冻融劣化机理提供理论依据。

    Abstract:

    In view of the severe freeze-thaw damage and destruction of red sandstone in the cold and high-altitude environment of the Qinghai-Xizang Plateau, red sandstone samples with good integrity from the southeastern part of the region were selected as the research object. Multi-scale experimental methods, including freeze-thaw cycling tests, uniaxial compression tests, nuclear magnetic resonance testing, and quantitative analysis of apparent cracks, were adopted to reveal the coupled evolution laws of the physical and mechanical properties and pore-fracture damage of red sandstone under freeze-thaw action. The results indicate that as the number of freeze-thaw cycles increases, the phenomenon of particle shedding occurs on the surface of rock samples; the dry mass of samples decreases; the porosity increases linearly, and the saturated longitudinal wave velocity shows an exponential attenuation trend. The uniaxial compressive strength and elastic modulus of red sandstone decrease with the increase in the number of freeze-thaw cycles, and the deterioration rate accelerates after 70 freeze-thaw cycles. The transverse relaxation time spectrum of red sandstone shows a three-peak distribution. With the increase in the number of freeze-thaw cycles, the proportion of large pores (>4 μm) in red sandstone increases linearly, while the proportions of small pores (>0.1-1 μm) and medium pores (>1-4 μm) decrease overall. Under freeze-thaw action, the rock damage gradually evolves from the microscale to the macroscale. Within the first 30 freeze-thaw cycles, the main manifestation is the expansion and connection of micro-pores, and after 30 cycles, the development of macroscopic cracks can be observed, eventually leading to rock cracking and failure. A total damage variable for sandstone is proposed by combining the elastic modulus, the volume proportion of large pores, and the fracture rate, achieving a cross-scale definition of the damage variable, which provides a theoretical basis for further understanding the freeze-thaw deterioration mechanism of sandstone in the cold and high-altitude environment of the Qinghai-Xizang Plateau.

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邹峰,祁长青,张爽,等.冻融循环作用下红砂岩物理力学性质及冻融损伤特性研究[J].河海大学学报(自然科学版),2026,54(2):187-196.(Zou Feng, Qi Changqing, Zhang Shuang, et al. Study on physical and mechanical properties and freeze-thaw damage characteristics of red sandstone under freeze-thaw action[J]. Journal of Hohai University (Natural Sciences),2026,54(2):187-196.(in Chinese))

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  • 收稿日期:2024-12-16
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  • 在线发布日期: 2026-04-04
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