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饱和度对砂岩冻融损伤特性的影响研究

Study on the Influence of Saturation on Freeze-Thaw Damage Characteristics of Sandstone.

作者信息

Zhang Xinlei, Jin Jiaxu, Liu Xiaoli, Wang Yukai, Li Yahao

机构信息

School of Civil Engineering, Liaoning Technical University, Fuxin 123000, China.

Liaoning Key Laboratory of Mine Subsidence Disaster Prevention and Control, Fuxin 123000, China.

出版信息

Materials (Basel). 2023 Mar 13;16(6):2309. doi: 10.3390/ma16062309.

Abstract

In order to explore the evolution mechanism of freeze-thaw disasters and the role of water in the freezing-thawing cycles of rocks, the macro mechanical indexes and microstructural characteristics of seven different saturation sandstones after certain freeze-thaw cycles were analyzed. Electron microscope scanning, nuclear magnetic resonance, and uniaxial compression tests were employed to study the migration law of water in the rock, the crack growth law, and the damage mechanism during freeze-thaw cycles. The results showed that when the saturation was 85%, the peak load curve of sandstone with different saturation appeared at the minimum point, and the porosity of sandstone reached the maximum. The damage variable increased sharply when the saturation was 75-85%. This proves that 85% saturation is the critical value of sandstone after five freeze-thaw cycles. The water migration freezing model is established, and the migration direction of capillary film water during freezing is micropore → mesopore → macropore. The migration of water is accompanied by the expansion and generation of cracks. Then we study the mechanism and law of crack expansion, and the crack propagation rate is positively related to the theoretical suction. The theoretical suction and theoretical ice pressure increased linearly with the decrease in temperature, which accelerated the crack propagation. The crack propagation rate in decreasing order is > > . The research results can provide a theoretical basis for evaluating the stability of rocks under the action of freeze-thaw cycles in cold regions.

摘要

为了探究冻融灾害的演化机制以及水在岩石冻融循环中的作用,分析了7种不同饱和度砂岩在经历一定冻融循环后的宏观力学指标和微观结构特征。采用电子显微镜扫描、核磁共振和单轴压缩试验,研究了岩石中水的迁移规律、裂隙扩展规律以及冻融循环过程中的损伤机制。结果表明,饱和度为85%时,不同饱和度砂岩的峰值荷载曲线出现在最低点,砂岩孔隙率达到最大值。饱和度在75% - 85%时损伤变量急剧增加。这证明85%饱和度是砂岩经历5次冻融循环后的临界值。建立了水迁移冻结模型,冻结过程中毛细薄膜水的迁移方向为微孔→中孔→大孔。水的迁移伴随着裂隙的扩展和产生。进而研究了裂隙扩展的机制和规律,裂隙扩展速率与理论吸力呈正相关。理论吸力和理论冰压力随温度降低呈线性增加,加速了裂隙扩展。裂隙扩展速率由大到小依次为 > > 。研究结果可为评估寒冷地区岩石在冻融循环作用下的稳定性提供理论依据。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/18b1/10053318/31d0e723be31/materials-16-02309-g001.jpg

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