干湿循环作用下云母石英片岩抗剪性能劣化规律及机理

李志刚, 叶宏林, 代云云, 徐光黎, 盛逸凡, 马郧

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地球科学 ›› 2024, Vol. 49 ›› Issue (03) : 1028-1038. DOI: 10.3799/dqkx.2022.211

干湿循环作用下云母石英片岩抗剪性能劣化规律及机理

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Law and Mechanism of Shear Degradation of Mica Quartz Schist under Dry-Wet Cycles

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摘要

在干湿循环作用下,片岩的抗剪性能劣化对片岩边坡长期稳定性具有重要影响.以鄂西北广泛分布的云母石英片岩为研究对象,通过开展一系列室内试验,揭示其抗剪性能劣化规律及机理.吸水性试验及直剪试验结果表明,云母石英片岩的吸水率随着干湿循环次数增加呈逐渐上升的趋势,抗剪强度及残余抗剪强度随干湿循环次数的增加呈逐渐下降的趋势,抗剪性能劣化效应明显.结合扫描电镜测试所得云母石英片岩微观结构变化规律,揭示其抗剪性能劣化机理:干湿循环作用下,云母石英片岩片理面逐渐扩展开裂,内部矿物颗粒强度软化,颗粒间胶结弱化,岩石骨架变得松散;粘聚力主要受矿物颗粒之间的胶结程度影响,劣化速率较快;内摩擦角主要受矿物颗粒嵌固程度和颗粒本身强度的影响,劣化速度相对较慢.

Abstract

The deterioration of shear properties of schist under dry-wet cycles has an important effect on the long-term stability of schist slope. Taking the mica-quartz schist widely distributed in Northwest Hubei as the research object, a series of laboratory tests were carried out to reveal the law and mechanism of its shear deterioration. The results of water absorption tests and direct shear tests show that the water absorption of mica-quartz schist increases, while the shear strength and residual shear strength decrease gradually with the increase of the number of dry-wet cycles, and the shear properties show obvious deterioration effect. Based on the changes of mica-quartz schist microstructure obtained by scanning electron microscopy, the deterioration mechanism of mica-quartz schist is revealed. Under the action of dry-wet cycles, the schist plane gradually expands and cracks, the strength of internal mineral particles is softened, the cementation between particles is weakened, and the rock skeleton becomes loose. What’s more, the cohesion is mainly affected by the degree of cementation between mineral particles, so the deterioration rate is fast. While the internal friction angle is mainly affected by the degree of embeddedness and the strength of mineral particles, so the deterioration rate is relatively slow.

关键词

云母石英片岩 / 干湿循环 / 抗剪强度 / 劣化机理 / 工程地质

Key words

mica quartz schist / dry-wet cycles / shear strength / deterioration mechanism / engineering geology

中图分类号

P642.3

引用本文

导出引用
李志刚 , 叶宏林 , 代云云 , . 干湿循环作用下云母石英片岩抗剪性能劣化规律及机理. 地球科学. 2024, 49(03): 1028-1038 https://doi.org/10.3799/dqkx.2022.211
Li Zhigang, Ye Honglin, Dai Yunyun, et al. Law and Mechanism of Shear Degradation of Mica Quartz Schist under Dry-Wet Cycles[J]. Earth Science. 2024, 49(03): 1028-1038 https://doi.org/10.3799/dqkx.2022.211

参考文献

An, R., Kong, L. W., Li, C. S., et al., 2020. Strength Attenuation and Microstructure Damage of Granite Residual Soils under Hot and Rainy Weather. Chinese Journal of Rock Mechanics and Engineering, 39(9): 1902-1911 (in Chinese with English abstract).
Chen, N., Cai, X. M., Xia, J. W., et al., 2021. Intelligent Interpretation of Rock Mass Discontinuity Based on Three-Dimensional Laser Point Cloud. Earth Science, 46(7): 2351-2361 (in Chinese with English abstract).
Chen, X. X., Gong, Y. P., 2019. Features of Shear Strength Parameters Reflecting Damage to Rock Caused by Water Invasion-Loss Cycles. Geotechnical and Geological Engineering, 37(3): 1919-1929. https://doi.org/10.1007/s10706-018-0733-2
Deng, H. F., Zhou, M. L., Li, J. L., et al., 2016. Mechanical Properties Deteriorating Change Rule Research of Red-Layer Soft Rock under Water-Rock Interaction. Chinese Journal of Rock Mechanics and Engineering, 35(S2): 3481-3491 (in Chinese with English abstract).
Kang, J. T., Wu, Q., Tang, H. M., et al., 2019. Strength Degradation Mechanism of Soft and Hard Interbedded Rock Masses of Badong Formation Caused by Rock/Discontinuity Degradation. Earth Science, 44(11): 3950-3960 (in Chinese with English abstract).
Li, C. D., Meng, J., Xiang, L. Y., et al., 2023. Multi-Scale Evolution Mechanism of Sandstone Structure in Baihetan Reservoir Head Region. Earth Science, 48(12): 4658-4667 (in Chinese with English abstract).
Li, X. S., Peng, K., Peng, J., et al., 2021. Effect of Cyclic Wetting-Drying Treatment on Strength and Failure Behavior of Two Quartz-Rich Sandstones under Direct Shear. Rock Mechanics and Rock Engineering, 54(11): 5953-5960. https://doi.org/10.1007/s00603-021-02583-z
Liu, T., 2015. Experimental Study on Mechanical Properties of Mica Schist under the Action of Wetting-Drying Cycle. Subgrade Engineering, (4): 67-71 (in Chinese with English abstract).
Liu, X., Tang, Z. C., Li, L., et al., 2020. Experimental Study on Shear Properties of Red Sandstone Joints after Cyclic Wetting-Drying Treatment. Chinese Journal of Rock Mechanics and Engineering, 39(S2): 3316-3325 (in Chinese with English abstract).
Liu, X. R., Jin, M. H., Li, D. L., et al., 2018. Strength Deterioration of a Shaly Sandstone under Dry-Wet Cycles: A Case Study from the Three Gorges Reservoir in China. Bulletin of Engineering Geology and the Environment, 77(4): 1607-1621. https://doi.org/10.1007/s10064-017-1107-3
Liu, X. R., Wang, Z. J., Fu, Y., et al., 2016. Research on Nondestructive Testing Parameters’ Scale Effect of Sandstone of Different Moisture Contents. Rock and Soil Mechanics, 37(S1): 192-200 (in Chinese with English abstract).
Liu, X. R., Wang, Z. J., Fu, Y., et al., 2017. Strength and Failure Criterion of Argillaceous Sandstone under Dry-Wet Cycles. Rock and Soil Mechanics, 38(12): 3395-3401 (in Chinese with English abstract).
Liu, X. X., Li, Y., Wang, W. W., et al., 2022. Research on Mechanical Properties and Strength Criterion of Carbonaceous Shale with Pre-Existing Fissures under Drying-Wetting Cycles. Chinese Journal of Rock Mechanics and Engineering, 41(2): 228-239 (in Chinese with English abstract).
Nouailletas, O., Perlot, C., Rivard, P., et al., 2017. Impact of Acid Attack on the Shear Behaviour of a Carbonate Rock Joint. Rock Mechanics and Rock Engineering, 50(6): 1439-1451. https://doi.org/10.1007/s00603-017-1182-6
Özbek, A., 2014. Investigation of the Effects of Wetting- Drying and Freezing-Thawing Cycles on Some Physical and Mechanical Properties of Selected Ignimbrites. Bulletin of Engineering Geology and the Environment, 73(2): 595-609. https://doi.org/10.1007/s10064-013-0519-y
Qin, Z., Chen, X. X., Fu, H. L., 2018. Damage Features of Altered Rock Subjected to Drying-Wetting Cycles. Advances in Civil Engineering, 2018: 1-10. https://doi.org/10.1155/2018/5170832
Wang, C., Pei, W. S., Zhang, M. Y., et al., 2021. Multi-Scale Experimental Investigations on the Deterioration Mechanism of Sandstone under Wetting-Drying Cycles. Rock Mechanics and Rock Engineering, 54(1): 429-441. https://doi.org/10.1007/s00603-020-02257-2
Xie, K. N., Jiang, D. Y., Sun, Z. G., et al., 2018. NMR, MRI and AE Statistical Study of Damage Due to a Low Number of Wetting-Drying Cycles in Sandstone from the Three Gorges Reservoir Area. Rock Mechanics and Rock Engineering, 51(11): 3625-3634. https://doi.org/10.1007/s00603-018-1562-6
Yao, W. M., Li, C. D., Zhan, H. B., et al., 2020. Multiscale Study of Physical and Mechanical Properties of Sandstone in Three Gorges Reservoir Region Subjected to Cyclic Wetting-Drying of Yangtze River Water. Rock Mechanics and Rock Engineering, 53(5): 2215-2231. https://doi.org/10.1007/s00603-019-02037-7
Yin, X. M., Yan, E. C., Wang, L. N., et al., 2020. Anisotropy of Quartz Mica Schist Based on Quantitative Extraction of Fabric Information. Bulletin of Engineering Geology and the Environment, 79(5): 2439-2456. https://doi.org/10.1007/s10064-019-01699-5
Yuan, W., Liu, X. R., Fu, Y., 2019. Chemical Thermodynamics and Chemical Kinetics Analysis of Sandstone Dissolution under the Action of Dry-Wet Cycles in Acid and Alkaline Environments. Bulletin of Engineering Geology and the Environment, 78(2): 793-801. https://doi.org/10.1007/s10064-017-1162-9
Zhang, Z. H., Huang, X., Cui, Q., 2017. Experimental Study on Deterioration of the Tensile Strength of Red Sandstone during the Operation of Reservoir. Chinese Journal of Rock Mechanics and Engineering, 36(11): 2731-2740 (in Chinese with English abstract).
Zhao, Z. H., Yang, J., Zhang, D. F., et al., 2017. Effects of Wetting and Cyclic Wetting-Drying on Tensile Strength of Sandstone with a Low Clay Mineral Content. Rock Mechanics and Rock Engineering, 50(2): 485-491. https://doi.org/10.1007/s00603-016-1087-9
Zhou, D. H., Zhai, Q. L., Liu, T., et al., 2013. Study on Deformation Mode and Failure Mechanism of Schist Slope along Highway in Northwest Hubei. Subgrade Engineering, (4): 29-33 (in Chinese with English abstract).

致谢

感谢匿名审稿专家提出的有益建议!

基金

国家自然科学基金项目(41772314)
江苏省高等学校自然科学研究项目(20KJB170020;21KJB570010)
湖北省科技厅重点研发项目(2021BCA219)
湖北省自然资源厅科技项目(ZRZY2022KJ17)

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